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Home My WebLink About4318 S COLLEGE AVE THRU - SITE PLANS - 9/9/19870 Q W � EMPIRE LABORATORIES, INC. �ar Materials and Foundation Engineers 2 Fort Collins, Colorado 1 Greeley, Colorado Longmont, Colorado CONCRETE \J 1 J j �J YJ CONCRETE 'BEST RESULTS ESp TT TS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 a ® o a NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR _ Saunders Construction Co ENGINEER OR ARCHITECT _ RBD, Inc. MIX NO. 390 LOCATION OF PLACEMENT Curb & gutter (E. side College - Station 1+25 ) EMPIRE JOB NO. 2285 REPORT NO 51 FINE 1 500 Lbs. MEDIUM 1725 Lbs. COARSE AGG. -Lbs. CEMENT 366 Lbs..FLY ASH 123 Lbs. WATER25 Gals. REQUIRED STRENGTH 3500 SLUMP 2 In. AIR 5.2 99 UNIT WEIGHT 147.3/Ft' YIELD 26.63 Ftj/Ydj TEMP. (CONCRETE) 74 °F(AMBIENT) 67 °FWRA 4 oZ/100# -AIR ENTRAINMENT 1.52 oZ/sack TRUCK NO. 36 TIME 9:45 a.m. CUBICYARDS 8.0 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTION A AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 9 9 87 9 16 87 7 107,500 3800 6.0 28.3 12.0 conical 7 2 9 9 87 9/16/87 7 1107,600 3800 6.0 28.3 12.0 conical 7 3 9/9/87 10/7/87 28 4 9/9/87 10/7/87 28 CAST BY: Empire I a BROKEN BY: 3day 7dayfB-14day_28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Haves (1) ; Saunders Const (1) ; City Eng. Dept (1) ; RBD (1) ; City of Ft. Collins (1) ; Flatiron (1) EMPIRE LABORATORIES, INC. f Materials and Foundation Engineers 2 Fort Collins, Colorado 1 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ® ❑ ❑ NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 328N LOCATION OF PLACEMENT Building E - slab on grade (30' S - 20' W of NE corner) EMPIRE JOB NO. 2285 REPORT NO 50 FINE 1517 Lbs. MEDIUM 1700 Lbs. COARSE AGG. 0 _Lbs. CEMENT 423 Lbs..FLY ASH 47 Lbs. WATER 28 Gals. REQUIRED STRENGTH 3000 SLUMP 3-1/4 In. AIR _2.2 TEMP. (CONCRETE) 75 TRUCK NO. 44 TIME °F (AMBIENT) 62 7:44 a.m. CUBICYARDS —9. UNIT WEIGHT 146.1 °FWRA 4 oz/100# #/F t3 YIELD 26. 83 Ftj /Ydj AIR ENTRAINMENT 0 CALCIUM CHLORIDE ACCELERATOR - CYLINDER N0. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 9/l/87 9/8/87 7 79,500 2810 6.0 28.3 12.0 conical x 2 9/l/87 9/8/87 7 79,200 2800 6.0 28.3 12.0 conical x 3 9/1/87 9/29/87 28 4 9/l/87 9/29/87 28 CAST BY: _Empire Laboratories BROKEN BY:3day 7dayLEM 14day_28day 45day_ DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1 CONCRETE SUPPLIER Flatiron RBD (1); Bldg. Insp. (1); Flatiron (1) a a A !p A� EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado MORTAR TESTS CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field Rj>;)ffi C270 Laboratory C192-81 C617-85b xlcC C C109 ® a o o NAME OF PROJECT Fort Collins Retail Center Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Building A east wall 1 5' above NGL EMPIRE JOB NO. 2285 REPORT NO 34 FINE Lbs. MEDIUM Lbs. COARSE AGG. Lbs. CEMENT Lbs.. FLY ASH Lbs. WATER Gals. REQUIRED STRENGTH 1800 SLUMP In. AIR _ 90 UNIT WEIGHT 4/Ft' YIELD Ftj!Yd' TEMP. (CONCRETE) TRUCK NO. TIME — ° F (AMBIENT) 9:50 CUBIC YARDS ° F WRA AIR ENTRAINMENT CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI WXD CROSS SAREA IN� LENGTH IN, TYPE OF FRACTURE Cure Lab Day/Field 1 8/6/87 8/13/87 7 5800 1450 2x2 4.0 2.0 Conical X 2 8/6/87 9/3/87 28 7400 1850 2x2 4.0 2.0 conical x 3 8/6/87 9/3/87 28 7550 1890 2x2 4.0 2.0 conical x CAST BY: Empire Laboratories BROKEN BY:3day 7day CB 14day28day 45day CONCRETE SUPPLIER: DISTRIBUTION: Sullivan Hayes (1) ; Saunders Const. (1) ; City of Fort Collins (1) ; RBD (1) ; Flatiron (1) ; Bldg. -Insp (1) W EMPIRE LABORATORIES, INC. Materials and Foundation Engineers ? Fort Collins, Colorado ✓ 7 Greeley, Colorado Longmont. Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cht;yenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ R ❑ ❑ ❑ NAME OF PROJECT Fort Collins Retail Center CONTRACTOR - Saunders Construction ENGINEER OR ARCHITECT LOCATION OF PLACEMENT RBD, Inc. Foundation wall (L line) MIX NO. 330 EMPIRE JOB NO, 2285 REPORT NO 35 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 4 In. AIR _ 5.5 9° UNIT yJEIGHT 141 •83 #/Ft' YIELD 27.58 _ Ftj/Yd' TEMP. (CONCRETE) _ TRUCK NO. 42 76 °F (AMBIENT) 82 —TIME 1 ' 50 CUBIC YARDS °FWRA 5 oz/100# 7 1/2 AIR ENTRAINMENT CALCIUM CHLORIDE 2 oz/sack ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN, TYPE OF FRACTURE Cure Lab Day/Field 1 8/6/87 8/13/87 7 74,600 2640 6.0 28.3 12.0 Conical X 2 8/6/87 8/13/87 7 75,100 2650 6.0 28.3 12.0 Conical X 3 8/6/87 9/3/87 28 94,600 3340 6.0 28.3 12.0 Conical x 4 8/6/87 9/3/87 28 91,800 3240 6.0 28.3 12.0 Conical X -T CASTBY: Empire Laboratories BROKEN BY: 3day 7day CB 14day 8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); Bld. Insp. (1); Flatiron (1) . to R ,q'O 4 EMPIRE LABORATORIES, INC. W � Materials and Foundation Engineers -_ 2 Fort Collins, Colorado _ ✓ Greeley, Colorado _ Longmont, Colorado CONCRETE TEST RESULTS A Colorado Springs, Colorado t/ 1 <J a u JI I v ►J Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ® ❑ NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 430A LOCATION OF PLACEMENT Floor slab (radio shack) 30' east EMPIRE JOB NO. 2285 REPORT NO 32 FINE 1435 Lbs. MEDIUM 1750 Lbs. COARSE AGG. 0 Lbs. CEMENT 460 Lbs..FLY ASH 150 Lbs. WATER 31 Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/4 In. AIR 1 • 5 9'q UNIT WEIGHT 147.01 4/Ft' YIELD 27.51 Ftj!Yd3 TEMP. (CONCRETE) TRUCK NO. 29 72 °F (AMBIENT) TIME 6:15 E. °FWRA 0 AIR ENTRAINMENT 0 CUBICYARDS 7-1/2 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN • CROSS SECTIONA� AREA IN LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 8/4/87 8/11/87 7 98,200 3470 6.0 28.3 12.0 Conical X 2 8/4/87 8/11/87 7 104,000 3670 6.0 28.3 12.0 Conical X 3 8/4/87 9/l/87 28 130,000 4600 6.0 28.3 12.0 Conical X 4 8/4/87 9/l/87 28 127,500 4510 1 6.0 28.3 12.0 Conical X CAST BY: Empire Laboratories BROKEN BY:3day 7day0B 14day__28da�G-PID5day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Haves (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Insp. (1) EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ❑ ❑ ❑ NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 430A LOCATION OF PLACEMENT Floor slab radio Shack (NW corner) EMPIRE JOB NO. 2285 REPORT NO 33 FINE 1435 Lbs. MEDIUM 1750 Lbs. COARSE AGG. O Lbs. CEMENT 460 Lbs..FLY ASH 150 Lbs. WATER 31 Gals. 0 REQUIRED STRENGTH 3000 SLUMP 4--1/2 In. AIR 1 .4 9g UNITWEIGHT 147.01 "/Ft' YIELD 27.51 Ftj/Yd3 TEMP. (CONCRETE) TRUCK NO. 29 73 `F (AMBIENT) 58 TIME 7:15 CUBICYARDS °F WRA 7-1/2 O AIR ENTRAINMENT 0 CALCIUM CHLORIDE O ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTL:RE Cure Lab Day/Field 1 8/4/87 8/11/87 7 95,100 3360 6.0 28.3 12.0 Conical X 2 8/4/87 8/11/87 7 93,100 3290 6.0 28.3 12.0 Conical X 3 8/4/87 9/l/87 28 110,500 3910 6.0 28.3 12.0 Conical 4 8/4/87 .9/1/87 28 107,500 3800 6.0 28.3 12.0 Conical CAST BY: Empire Labor atorieS BROKEN BY: 3day 7dayCB 14day-28dayRD/LP5day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Inspec. (1) W `1- 110 A EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 4 2 Fort Collins, Colorado +7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING.TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 NAME OF PROJECT Ft, Collins Retail Center & PaviT i on CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 328N LOCATION OF PLACEMENT Floor Slab, 75' S of N wall, 20' W of E wall EMPIRE JOB NO. 2285 REPORT NO 43 FINE 1517 Lbs. MEDIUM 1700 Lbs. COARSE AGG. O Lbs. CEMENT 423 Lbs.. FLY ASH 47 Lbs. WATER 30 Gals. REQUIRED STRENGTH 3000 SLUMP 3 z In. AIR _ 1.7 % UNIT WEIGHT 145.6 #/Ft' YIELD 27.04 Ft'!Yd' TEMP. (CONCRETE) 74 °F(AMBIENT) 60 TRUCK NO. 29 TIME 6 • 1 0 CUBIC YARDS i °FWRA 4 oZ/100# AIR ENTRAINMENT 0 CALCIUM CHLORIDE O ACCELERATOR .0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 8-22-87 8-29-87 7 82,100 2900 6.0. 28.3 12.0 conical 7 2 8-22 8-29 7 83,000 2930 6.0 28.3 12.0 conical 7 3 8-22 9-19 28 4 8-22 9-19 28 CAST BYUIRE LABORATORIES, INCBROKENBY:3day 7dayERW 14day 28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (_1); Saunders Const (1); City of Ft. Collins Eng. Dept (1); RBD, Inc. (1); City of Ft. Collins n-Fr nF DIA, Tnen /11 . Cl,+;--- M�+^_-;mil' tl \ EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS, ES TT TS, Colorado Springs, Colorado CONCRETE \J AJ lI �J 3J Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ❑ ❑ ❑ ❑ NAME OF PROJECT Fort Collins Retail Center & Pavilion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 328N LOCATION OF PLACEMENT Floor slab, 25' S of N wall , 50' W of E wall EMPIRE JOB NO. 2285 REPORT NO 44 FINE 1517 Lbs. MEDIUM 1 700 Lbs. COARSE AGG. 0 Lbs. CEMENT 423 Lbs.. FLY ASH 47 Lbs. WATER 30 Gals. REQUIRED STRENGTH 3000 SLUMP 3 3/4 In. AIR _ 1 •8 9g UNIT WEIGHT 145.4 #/Ft' YIELD 27.08 Ftj/Yd3 . TEMP. (CONCRETE) TRUCK NO. 29 76 °F(AMBIENT) 60 TIME 7:11 CUBICYARDS 8 °F WRA 4 oz/100# AIR ENTRAINMENT O I u CALCIUM CHLORIDE ACCELERATOR U CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 8-22-87 8-29-87 7 76,000 2690 6.0 28.3 12.0 conical 7 2 8-22 8-29 7 75,800 2680 6.0 28.3 12.0 conical 7 3 8-22 9-19 28 4 8-22 9-19 28 CAST BY: EMPIRE LABORATORIES, IN�ROKENBY: 3day 7dayERW 14day_28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins Eng. Dept. (1); RBD, Inc. (1); City of Ft. Collin, nfr of Rldn Tncn /11- Fla+irnn Mntorin1c /11 EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 a ❑ ❑ ❑ ❑' NAME OF PROJECT Retail Center - Pavilion CONTRACTOR _ Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 328N LOCATION OF PLACEMENT Floor Slab - Columns 21-25 Line E through N EMPIRE JOB NO. 2285 REPORT NO 45 FINE 1 51 7 Lbs. MEDIUM 1 700 Lbs. COARSE AGG. - Lbs. CEMENT 423 Lbs.. FLY ASH 47 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/4 In. AIR _ 1.8 99 UNITVlEIGtiT 145.53 /Ft' YIELD 26•87 Ftj/Ydj TEMP. (CONCRETE) 70 °F(AMBIENT) 53 °FWRA 4 o2/100# AIR ENTRAINMENT 0 TRUCK NO. 63 TIME 6:10 CUBICYARDS CALCIUM CHLORIDE 0 ACCELERATOR - 0 .CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA.IN LENGTH IN rYPE OF FRACTURE Cure Lab Day/Field 1 8/25/87 9/l/87 7 71,000 2510 6.0 28.3 12.0 Conical X 2 8/25/87 9/l/87 7 69,000 2440 6.0 28.3 12.0 Conical X 3 8/25/87 9/22/87 28 4 8/25/87 9/22/87 28 CAST BY: Empire Laboratories BROKEN BY: 3day 7djD/GP4day8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); Bldg. Insp. (1); Flatirons (1) EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ❑ ❑ El NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction. Inc. ENGINEER OR ARCHITECT_ RBD, Inc. MIX NO. 33n LOCATION OF PLACEMENT E. foundation wall , Bldg D EMPIRE JOB NO. 2285 REPORT NO 25 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 4 1/4 In. AIR 5•4 90 UNIT WEIGHT 143.12 #/Ft° YIELD 27.39 Ft'!Yd' TEMP. (CONCRETE) °F (AMBIENT) TRUCK NO. 25 TIME 1 we °F WRA 5 oZ/100# AIR ENTRAINMENT 2.0 oZ/sack CUBICYARDS 7 1/2 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA} AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7-27-87 8-3-87 7 75,000 2650 6.0 28.3 12.0 conical 2 7-27 8-3 7 73,000 2580 6.0 28.3 12.0 conical 3 7-27 8-24 28 103,800 3670 6.0 28.3 12.0 conical 28 4 7-27 8-24 28 98,400 3480 6.0 28.3 12.0 conical 28 CAST BY Empire Laboratories BROKEN BY: 3day 7day CB 14day28day-LM-45day DISTRIBUTION: CONCRETE SUPPLIER: Flatiron Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins, Eng. Dept. (1); RBD, Inc. (1); Flatiron (1); City of Ft. Collins, Ofc. of Bldg Insp. (1) W � EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 4 2 Fort Collins, Colorado ✓ 11 Greeley, Colorado Longmont, Colorado CONCRETE® TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING 8t CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ® ❑ ® ❑ NAME OF PROJECT Fort Collins Retail Center CONTRACTOR _ Saunders Construction; Inc. ENGINEER OR ARCHITECT City of Fort Collins MIX No. 330 LOCATION OF PLACEMENT Foundation wall - east line from 30 35+00 to 38+00/E30 - L30 footer EMPIRE JOB NO. 2285 REPORT NO 26 FINE 1466 Lbs. MEDIUM 1 740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3500 SLUMP 3 In. AIR 3•9 90 UNIT VJEIGFiT 145.40 #/Ft' YIELD 27.04 Ftj!Yd3 TEMP. (CONCRETE) TRUCK NO. 43 82 ° F (AMBIENT) —TIME 2:02 91 0FWRA 1 OZ/100# AIR ENTRAINMENT 2 oZ/sack CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN 13REAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/28/87 8/4/87 7 81,000 3000 6.0 28.3 12.0 Conical X 2 7/28/87 8/4/87 7 84,900 2860 6.0 28.3 12.0 Conical X 3 7/28/87 8/25/87 28 105,300 3720 6.0 28.3 12.0 conical 4 7/28/87 8/25/87 28 110,100 3890 6.0 28.3 12.0 conical CAST BY: Empire Laboratories BROKEN BY: 3day 7day CB 14day_28day__L_I`145day CONCRETE SUPPLIER: Kati ron DISTRIBUTION: Sullivan Hayes (1); Saunders Cons. (1); City of fit. Collins (1); RBD (1); Flatiron (1); Bldg. Inspec. (1) `'e0R,4,,o W EMPIRE LABORATORIES, INC. �Q " Materials and Foundation Engineers i Fort Collins, Colorado r+ 11 Greeley, Colorado Longmont, Colorado CONCRETE TEST ST RESULTS ® ' Colorado Springs, Colorado 1 <J a Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ® ❑ © ❑' NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Sounders Construction Inc. ENGINEER OR ARCHITECT RDB Ins. MIX NO. 328N LOCATION OF PLACEMENT Floor Slab / Line N Columns 13 thru 18 EMPIRE JOB NO. 2285 REPORT NO 40 FINE 1562 Lbs. MEDIUM 1 725 Lbs. COARSE AGG. Lbs. CEMENT 423 Lbs..FLY ASH 47 Lbs. WATER 29 Gals. REQUIRED STRENGTH SLUMP 3.5 In. AIR _ 1,4 90 UNIT WEIGHT 147.6 #/Ft' YIELD 27.10 Ft'/Ydj TEMP. (CONCRETE) 71 °F (AMBIENT) 60 °F WRA 5 OZ/100# AIR ENTRAINMENT TRUCK NO. 21 TIME 6: 1 5 CUBICYARDS 10 CALCIUM CHLORIDE ACCELERATOR CYLINDER N0. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIUNA� AREA IN. LENGTH IN rYPE OF FRACTLt13E Cure Lab Day/Field 1 8/19/87 8/26/87 7 79,000 2790 6.0 28.3 12.0 conical 7 2 8/19/87 8/26 7 78,000 2760 6.0 28.3 12.0 conical 7 3 8/19/87 9/16. 28 106,700 3770 6.0 28.3 12.0 conical 28 4 8/19/87. 9/16 28 107,000 3780 6.0 28.3 12.0 conical 28 CAST BY: Empire Laboratories InCBROKENBY:3day 7day CB14day -28day �K 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTIONSulliyan Hayes (1) Sounders Const. (1) City of Ft. Collins (1) RBD (1) Bdl Insp.(1) Flatiron(1) EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE] TEST RESULTS ESv 1J LTS Colorado Springs, Colorado CONCRETE Y:I Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 D F x] D o a NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 430A LOCATION OF PLACEMENT Floor Slab from 8+00 to 13+00 & from C line to line L.5 EMPIRE JOB NO. 2285 REPORT NO 27 FINE 1435 Lbs. MEDIUM 1750 Lbs. COARSE AGG. 0 Lbs. CEMENT 460 Lbs.. FLY ASH 150 Lbs. WATER 32 Gals. REQUIRED STRENGTH 4000 SLUMP 4-1/4 In. AIR _ 5•2 Y'9 UNIT WEIGHT 147.38 O/Ft' YIELD 27.60 Ftj/Ydj TEMP. (CONCRETE) 78 °F(AMBIENT) 73 °FWRA 4 oZ/100# AIR ENTRAINMENT 0 TRUCK NO. 63 TIME 7:13 CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 7/29/87 8/5/87 7 99,200 3510 6.0 28.3 12.0 Conical 7 2 .7/29/87 8/5/87 7 99,900 3530 6.0 28.3 12.0 Conical 7 3 7/29/87 8/26/87 28 137,200 4850 6.0 28.3 12.0 conical 28 4 7/29/87 8/26/87 28 127,900 4520 6.0 28.3 12.0 conical 28 CAST BY: Empire Laboratories BROKEN BY: 3day 7day CB14day 28day-C-R 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan (1); Saunders (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Insp. (1) /gOR�l0 A EMPIRE LABORATORIES, INC. W T Materials and Foundation Engineers d Fort Collins, Colorado � 2 r+ 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 o R o 0 0 NAME OF PROJECT Fort ollins Retail Center - Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 330 LOCATION OF PLACEMENT Footings E line EMPIRE JOB NO. 2285 REPORT NO 28 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. O Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3000 SLUMP 3-3/4 In. AIR _ 5.1 99 UNIT WEIGHT 143.08 #/Ft' YIELD 27.0 FI'/Yd3 TEMP. (CONCRETE) 79 °F (AMBIENT) 91 °F WRA 1 OZ/100# AIR ENTRAINMENT 2 oZ/sack TRUCK NO. 42 TIME 1:49 CUBIC YARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA) AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/29/87 8/5/87 7 81,800 2890 6.0 28.3 12.0 Conical X 2 7/29/87 8/5/87 7 76,400 2700 6.0 28.3 12.0 Conical X 3 7/29/87 8/26/87 28 111,600 3940 6.0 28.3 12.0 conical 28 4 7/29/87 8/26/87 28 108,800 3840 6.0 28.3 12.0 conical 28 CAST BY: Empire Laboratories BROKEN BY:3day 7dayCB 14day28day C645day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Cons. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Inspec. (1) z 14 `'oOR�rO EMPIRE LABORATORIES, INC. f Materials and Foundation Engineers 2 Fort Collins, Colorado 11 Greeley, Colorado Longmont, SprinCologs, C CONCRETE TEST RESULTS Colorado Springs, Colorado __ v 1 � <J c •� 1.:J 1:J A0� 1J Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 D D D 0 0 NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR Saunders Construction Co. ENGINEER OR ARCHITECT RBD, Inc. f MIX NO. LOCATION OF PLACEMENT Foundation Wall (6' W of Grid E-38) EMPIRE JOB NO. 2285 REPORT NO 29 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs. -FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 3-1/2 In. AIR _ 5.4 % UNIT WEIGHT 142.8 #/Ft' YIELD 27.43 Ftj/Yd' TEMP. (CONCRETE) 32 'F(AMBIENT) 92 °FWRA 1 OZ/100# AIR ENTRAINMENT 2 oZ/sack TRUCK NO. 44 TIME 1:45 p.m. CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN, LENGTH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 7/30/87 8/6/87 7 87,200 3080 6.0 28.3 12.0 Conical X 2 7/30/87 8/6/87 7 83,900 3140 6.0 28.3 12.0 Conical X 3 7/30/87 8/27/87 28 113,100 4000 6.0 28.3 12.0 conical 28 4 7/30/87 8/27/87 28 113,100 4000 6.0 28.3 12.0 conical 28 CAST BY: Empire Laboratories BROKEN BY: 3day 7dayCB 14day 28day—C-Ft45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes'(1); Saunders Cons. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Insp. (1) a� 14 v~,lp EMPIRE LABORATORIES, INC. low 11 Materials and Foundation Engineers 2 Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS � Colorado Springs, Colorado TEST Cheyenne, Wyoming - Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 © nx C7 0 D NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 43CIA LOCATION OF PLACEMENT Building "A" - slab on grade (20' N - 5' E of SW corner) EMPIRE JOB NO. 2285 REPORT NO 30 FINE 1435 Lbs. MEDIUM 1750 Lbs. COARSE AGG. 0 Lbs. CEMENT 460 Lbs. FLY ASH 150 Lbs. WATER 31 Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/2 In. AIR _ 1.9 99 UNIT WEIGHT 147. 6 #/F t° YIELD 27.52 Ft' /Yd' 80 70 4 OZ/lOO# 0 TEMP. (CONCRETE) °F(AMBIENT) °FWRA AIR ENTRAINMENT TRUCK NO. 44 TIME 6:10 a.m. CUBICYARDS 8.0 CALCIUM CHLORIDE 0 ACCELERATOR n CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECT IONA� AREA IN. LENGTH IN TYPE OF FAACTORF Cure Lab Day/Field 1 7/31/87 8/7/87 7 105,200 3720 6.0 28.3 12.0 Conical X 2 7/31/87 8/7/87 7 98,900 3490 6.0 28.3 12.0 Conical X 3 7/31/.87 8/28/87 28 131,800 4660 6.0 28.3 12.0 Conical 28 4 7/31/87 8/28/87 28 120,100 4240 6.0 28.3 12.0 Conical 28 CAST BY: Empire Laboratories BROKEN BY: 3day-7 day CB 14day 28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: 'Sullivan Hayes (1) ; Saunders Cons. (1) ; City of Ft. Collins (1) ; RBD (1) ; Flatiron (1) ; 'City Bldg Inspec.(1) /0. W � EMPIRE LABORATORIES, INC. a s o Materials and Foundation Engineers 2 Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 a o o a NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Building "A" - slab on grade (30' E - 15' S of NW corner) EMPIRE JOB NO. 2285 REPORT NO 31 FINE 1435 Lbs. MEDIUM 1750 Lbs. COARSE AGG. 0 Lbs. CEMENT 460 Lbs.. FLY ASH 150 Lbs. WATER 31 Gals. REQUIRED STRENGTH 3000 SLUMP 4-3/4 In. AIR _ 2'1 90 UNIT WEIGHT 147.9 "/Ft' YIELD 27.46 Ftj/Yd' TEMP. (CONCRETE) 81 -F (AMBIENT) 71 °F WRA 4 OZ/100# AIR ENTRAINMENT 0 TRUCK NO. 46 TIME 7:15 a.m. CUBICYARDS - CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN, LENGTH IN TYPE OF FRACTOPE Cure Lab Day/Field 1 7/31/87 8/7/87 7 92,500 3270 6.0 28.3 12.0 Conical X 2 7/31/87 8/7/87 7 89,100 3150 6.0 28.3 12.0 Conical X 3 7/31/.87 8/28/87 28 120,200 4250 6.0 28.3 12.0 Conical 28 4 7/31/87 8/28/87 28 116,800 4130 6.0 28.3 12.0 Conical 28 CAST BY: Empire Laboratories BROKEN BY:3day 7dayCB 14day_28day 45day CONCRETE SUPPLIER: Fl ati ron DISTRIBUTION: Sullivan Hayes (1); Saunders Const�. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Insp. (1) A EMPIRE LABORATORIES, INC. W � Or s Materials and Foundation Engineers 2 Fort Collins, Colorado ✓ 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ® D 11 NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Sounders Construction, Inc. ENGINEER OR ARCHITECT RBD Inc. MIX NO. 320 N LOCATION OF PLACEMENT Floor Slab Column Line 13 (P thru L) EMPIRE JOB NO. 2285 REPORT NO 39 FINE1410 Lbs. MEDIUM 1 740 Lbs. COARSE AGG. - Lbs. CEMENT 494 Lbs.. FLY ASH - Lbs. WATER 32 Gals REQUIRED STRENGTH 3000 TEMP. (CONCRETE) TRUCK NO.21 SLUMP 4.5 In. AIR _ 1.5 % UNITWEIGHT 143.E #/Ft' YIELD 27.24 71 'F (AMBIENT) 69 —TIME 6 : 20 CUBIC YARDS 10 °F WRA 5 OZ/1 00# AIR ENTRAINMENT CALCIUM CHLORIDE ACCELERATOR Ftj /Yd3 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN, LENGTH IN. TYPE OF FRACTUPE Cure Lab Day/Field 1 8/18/87 8/25/87 7 63,800 2250 6.0 28.3 ' 12.0 conical 7 2 8/18/87 8/25 7 63,800 2250 6.0 28.3 12.0 conical 7 3 8/18/87 9/15 28 4 8/18/87 9/15 28 CAST BY Empire Laboratories Inc. BROKEN BY: 3day CB Flatiron 7day 14day28day 45day CONCRETE SUPPLIER: DISTRIBUTION: Sullivan Hayes (1) Saunders Const. (1) City of Ft. Collins (1) RBD (1) B1 d I nsp . (1) Flatiron (1) f)f, EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado '1 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado d'J �lJ Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 D ® D D 0 NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Sounders Construction Inc. ENGINEER OR ARCHITECT RDB Ins. MIX NO. 328N LOCATION OF PLACEMENT Floor Slab / Line N Columns 13 thru 18 EMPIRE JOB NO. 2285 REPORT NO 40 FINE 1562 Lbs. MEDIUM 1725 Lbs. COARSE AGG. Lbs. CEMENT 423 Lbs.. FLY ASH 47 Lbs. WATER 29 Gals. REQUIRED STRENGTH SLUMP 3.5 In. AIR _ 1.4 90 UNIT WEIGHT 147.6 "/Ft' YIELD 27.10 Ftj/Ydj TEMP. (CONCRETE) 71 °F (AMBIENT) 60 °F WRA 5 oZ/100# AIR ENTRAINMENT TRUCK NO. 21 TIME 6:1 5 CUBICYARDS 10 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA IN CROSS SECTIONA� AREA IN, LENGTH IN TYPE: OF FRACTURE Cure Lob Day/Field 1 8/19/87 8/26/87 7 79,000 2790 6.0 28.3 12.0 conical 7 2 8/19/87' 8/26 7 78,000 2760 6.0 28.3 12.0 conical_ 7 3 8/19/87 9/16 28 4 8/19/87 9/16 28 CAST BY: Empire Laboratories InCBROKENBY: 3day 7day CB14day 28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTIONSulliyan Hayes (1) Sounders Const. (1) City of Ft. Collins (1) RBD (1) Bdl Insp.(1) Flatiron(1) — 0f W EMPIRE LABORATORIES, INC. �a Materials and Foundation Engineers 2 Fort Collins, Colorado ++ 7 Greeley, Colorado Longmont, Colorado CONCRETE 'PEST RESULTS ® ' Colorado Springs, Colorado Cheyenne, Wyoming . Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 o a o o El NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD Inc MIX NO. 330 N LOCATION OF PLACEMENT Elev Slab line L, M Columns 13-15 EMPIRE JOB NO. 2285 REPORT NO 41 FINE 1562 Lbs. MEDIUM 1725 'Lbs. COARSE AGG. Lbs. CEMENT 423 Lbs.. FLY ASH 47 Lbs. WATER 29 Gals REQUIRED STRENGTH 3000 SLUMP 4.5 In. AIR - 1.5 Y. UNIT WEIGHT 144.7 #/Ft' YIELD 27.63 Ft3!Yd3'- TEMP. (CONCRETE) TRUCK NO 63 72 TIME -F (AMBIENT) 66 6:30 CUBICYARDS ° F WRA 8 5 oz/100# AIR ENTRAINMENT CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DI A. IN CROSS SE CT IONA� AREA IN. LENGTH IN. l YPE OF FRACTURE Cure Lab Day/Field 1 8/2V87 8/28/87 7 71,600 2530 6.0 28.3 12.0 Conical 7 2 8/21/87 8/28 7 1 71,300 2520 6.0 28.3 12.0 Conical 7 3 8/21/87 9/18 28 4 8/21/87 9/18 28 CAST BY: Empire Laboratories, BROKEN BY:3day 7day_CR 14day8day 45day CONCRETE SUPPLIER: —Flatiron DISTRIBUTION: Sullivan Hayes (1) Saunders Const. (1) City (1) RR D (1) Bld Insp(1) Flatiron (1 ) �i0 q EMPIRE LABORATORIES, INC. W � Materials and Foundation Engineers 2 Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado -Cheyenne. Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® 'D D �D D NAME OF PROJECT Fort Coll ins Retail Center CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD Inc MIX NO. 330 N LOCATION OF PLACEMENT Elev, slab line L Columns 15-18 EMPIRE JOB NO: FINE 1562 Lbs. MEDIUM _ REQUIRED STRENGTH 3000 TEMP. (CONCRETE) TRUCK NO. 44 2285 REPORT N0,42 1 725 Lbs. COARSE AGG. _Lbs. CEMENT 423 Lbs. FLY ASH 47 Lbs. WATER 29 Gals SLUMP 4 In. AIR 1.5 73 °F (AMBIENT) —TIME 7:31 UNIT WEIGHT 144.70 #/Ft' YIELD 27.67 FI !Yd! 69 °FWRA 5 OZ/100# AIR ENTRAINMENT CUBICYARDS 8 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN HREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 8/21/87 /28/87 7 76,100 2690 6.0 28.3 2.0 onical 7 2 8/21/87 /28 7 ro,000 2830 6.0 28.3 2.0 onical 7 3 8/21./87 /18 28 4 8/21/87 /18 28 CAST BY: Empire Laboratories Inc BROKEN BY: 3day-7dayC6 14day 28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTIONSullivan Hayes (1) Saunders Const ( 1 ) City (1) RBD (1) Bld. Insp (1) Flatiron (1) oQ EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado C®NCR,E►I,T.j TEST RESULTS x Colorado Springs, Colorado CONCRETE ® e uu'�� 1B1JI �J lJ 1 Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ n ❑ NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Pad Footings for Columns EMPIRE JOB NO. 2285 REPORT NO 22 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 3 TEMP. (CONCRETE) TRUCK NO. 46 TIME °F (AMBIENT) 1:40 In. AIR 5.4 99 UNITWEIGHT 142.27 #/Ft' YIELD 27.47 Ftj/Yd3 91 °FWRA 5 oZ/100# AIR ENTRAINMENT 2 oZ/sack CUBICYARDS 4•0 CALCIUM CHLORIDE ACCELERATOR — CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA, IN CROSS SECTIONA). AREA IN, LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/22/87 7/29/87 7 82,900 2930 6.0 28.3 12.0 Conical X 2 7122187 7/29/87 7 81,100 2870 6.0 28.3 12.0 Conical X 3 7/22/87 8/19/87 28 112,700 3980 6.0 28.3 12.0 Conical X 4 7/22/87 8/19/87 28 112,500 3980 6.0 28.3 12.0 Conical X CASTBY: Empire Laboratories BROKEN BY: 3day 7day RED14day8day LEM45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1) ; Saunders Cons. (1) ; City of Ft. Collins (1) ; RBD (1) ; Flatiron (1) ; Bldg. Inspection (1) EMPIRE LABORATORIES, INC. f Materials and Foundation Engineers 2 Fort Collins, Colorado 11 Greeley, Colorado Longmont, Colorado CONCRETE �J s'� a �� CONCRETE 1J TEST RESULTS � Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ® ❑El NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 330 LOCATION OF PLACEMENT Footing pads for major retail (L lines) EMPIRE JOB NO. 2285 REPORT NO 36 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 26 _Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/2 In. AIR _ 5'6 Y. UNITWEIGHT 142.67 '/Ft' YIELD 27.46 Ft3/Yd3 TEMP. (CONCRETE) 76 °F (AMBIENT) 79 °F WRA 5 OZ/100ir AIR ENTRAINMENT 2 oZ/sack TRUCK NO •: TIME 1:20 CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS' BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA} AREA IN LENGTH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 8/7/87 8/14/87 7 73,300 2590 6.0 28.3 12.0 Conical X 2 8/7/87 8/14/87 7 70,600 2490 6.0 28.3 12.0 Conical X 3 8/7/87 9/4/87 28 93,400 3300 6.0 28.3 12.0 Conical X 4 8/7/87 9/4/87 28' 94,000 3320 6.0 28.3 12.0 Conical X CAST BY: Empire Laboratories BROKEN BY: 3day-7 day CB 14day 28dayR-L 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); Bldg. Insp. (1); Flatiron (1) EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ® ❑ NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction. Inc, ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT —Foundation wall, Grid lines L.5; 22 through 27 EMPIRE JOB NO. 2285 REPORT NO. 23 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 TEMP. (CONCRETE) 80 TRUCK NO. 31 SLUMP 3 1/2 In. AIR _ 5.5 99 UNIT WEIGHT 142.2/Ft' YIELD 27.52 Ftj!Ydj ° F (AMBIENT) TIME 12:42 95 °F WRA 5 oz/100# AIR ENTRAINMENT 2.0 oz/sack CUBICYARDS 7 1/2 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field -23-87 7-30-87 7 71,400 2520 6.0 28.3 12.0 conical 7 2 7-23 7-30 7 72,100 2550 6.0 28.3 12.0 conical 7 3 7-23 8-20 28 99,900 3530 6.0 28.3 12.0 conical 28 4 7-23 8-20 28. 99,200 3510 6.0 28.3 12.0 conical 28 CASTBY: Empire Laboratories BROKEN BY: 3day 7dayRD 14day_28day—LEM45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1)�City of Ft. Collins (1), RBD, Inc. (1); Flatiron (1); City of Ft. Collins, Ofc of Bldg. Insp. (1) EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TES' RESU1f ► S Colorado Springs, Colorado u ,� n'� JL:J RESULTS Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAILING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ❑ ❑ ❑ ❑ . NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. LOCATION OF PLACEMENT Foundation Walls, Stations 26-30+00 EMPIRE JOB NO. 2285 MIX NO. 207 REPORT NO 24 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 4 In. AIR _5•4 % UNIT WEIGHT 141.2 #/Ft' YIELD TEMP. (CONCRETE) 77 'F (AMBIENT) TRUCK NO. 29 TIME 8: 23 76 27.68 'FWRA 5 OZ/100# AIR ENTRAINMENT 2 OZ/sack CUBICYARDS 7 1/2 CALCIUM CHLORIDE ACCELERATOR Ftj/Yd3 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTION AREA IN, LENGTH IN TYPE OF FRACTURE Cure Lob Day/Field 1 7-24-87 7-31-87 7 80,900 2860 6.0 28.3 12.0 conical X 2 7-24 7-31 7 78,900 2790 6.0 28.3 12.0 conical X 3 7-24 8-21 28 102,200 3610 6.0 28.3 12.0 conical X 4 7-24 8-21 28 104,700 3700 6.0 28.3 12.0 conical X CAST BY: Empire Laboratories BROKEN BY: 3day dayCB 14day8day LEK5day CONCRETE SUPPLIER Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins, Eng. Dept. (1); RBD, Inc. (1); Flatiron (1) City of Ft. Collins, o c. of Bldg Insp. EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE 'EST RESULTS. Colorado Springs, Colorado CONCRETE H'I 9J YJ �J Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® D E] El NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT A line from 1 to 3 Bldg. G - foundation wall EMPIRE JOB NO. 2285 REPORT NO 38 FINE 1410 Lbs. MEDIUM 1720 Lbs. COARSE AGG. 0 Lbs. CEMENT 494 Lbs.. FLY ASH 0 Lbs. WATER 32 Gals. REQUIRED STRENGTH 3500 SLUMP 4-1/2 In. AIR - 3.8 90 UNITWEIGHT 145.75 #/Ft' YIELD 26.75 Ftj/Ydj TEMP. (CONCRETE) 77 °F (AMBIENT) 74 °F WRA 4 OZ/100# AIR ENTRAINMENT 2 oZ/sack TRUCK NO. 29 TIME 2:40 CUBICYARDS i CALCIUM CHLORIDE N ACCELERATOR 9 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.-IN CROSS SECTIUNA� AREA IN LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 8/13/87 8/20/87 7 68,700 2430 6.0 28.3 12.0 Conical X 2 8/13/87 8/20/87 7 66,600 2350 6.0 28.3 12.0 Conical X 3 8/13/87 9/10/87 28 4 8/13/87 9/10/87 28 CASTBY: Empire Laboratories BROKEN BY: 3day-7 day CB14day_28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Cons. (1); City of Ft. Collins (1); RBD (1); Bldg. Insp. (1); Flatiron (1) EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado CONCRETE Y'I ' ' iJ V Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ❑ ❑ l�-J NAME OF PROJECT Fort Collins Retail Center CONTRACTOR -- Saunders Construction.Inc, ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 3�(1 LOCATION OF PLACEMENT E. foundation wall, Bldg D EMPIRE JOB NO. 2285 REPORT NO 25 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs..FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 4 1/4 In. AIR _ 5•4 99 UNIT WEIGHT 143.12 #/Ft.' YIELD 27.39 Ft'!Yd' TEMP. (CONCRETE) 86 °F (AMBIENT) 90 °F WRA 5 oz/100# AIR ENTRAINMENT 2.0 oz/sack TRUCK NO. 25 TIME 1 :45 CUBICYARDS 7 1/2 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN rYPE OF FRACTURE Cure Lab Day/Field 1 7-27-87 8-3-87 7 75,000 2650 6.0 28.3 12.0 conical 2 7-27 8-3 7 73,000 2580 6.0 28.3 12.0 conical 3 7-27 8-24 28 103,800 3670 6.0 28.3 12.0 conical 28 4 7-27 8-24 28 1 98,400 3480 6.0 28.3 12.0 conical 28 CAST BY: Empire Laboratories DISTRIBUTION: Sullivan Hayes _ BROKEN BY: 3day-7 day CB 14day8day-LM-45day CONCRETE SUPPLIER: Flatiron (1); Saunders Const. (1); City of Ft. Collins, Eng. Dept. (1); RBD, Inc. (1); Flatiron (1); City of Ft. Collins, Ofc. of Bldg Insp. /'ev�,JO EMPIRE LABORATORIES, INC. W f Materials and Foundation Engineers 2 Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS A Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ® ❑ NAME OF PROJECT _ Fort Collins Retail Center CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITEC LOCATION OF PLACEMENT EMPIRE JOB NO. City of Fort Collins MIX NO. 330 Foundation wall - east line from 30 - 35+00 to 38+00/E30 - L30 footer 2285 REPORT NO 26 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs. FLY ASH 124 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3500 SLUMP 3 In. AIR _ 3.9 Y. UNIT WEIGHT 145.40 #/Ft' YIELD 27.04 Ft3!Yd3 TEMP. (CONCRETE) TRUCK NO. 43 82 'F (AMBIENT) 91 _TIME 2:02 CUBICYARDS °F WRA 1 OZ/100# 7-1/2 AIR ENTRAINMENT CALCIUM CHLORIDE 9 2 oz/sack ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN, LENGTH IN IYPE OF FRACTURE Cure Lab Day/Field 1 7/28/87 8/4/87 7 81,000 3000 6.0 28.3 12.0 Conical X 2 7/28/87 8/4/87 7 1 84,900 2860 6.0 28.3 12.0 Conical X 3 7/28/87 8/25/87 28 105,300 3720 6.0 28.3 12.0 onical 4 7/28/87 8/25/87 28 110,100 3890 6.0 28.3 12.0 conical CAST BY: Empire Laboratories BROKEN BY: 3day 7day CB 14day28day--LNl45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Cons. (1); City of fit. Collins (1); RBD (1); Flatiron (1); Bldq. Inspec. (1) EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado CONCRETE ■ • g Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 o a o a o NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. LOCATION OF PLACEMENT Floor Slab from 8+00 to 13+00 & from C line to.line L.5 MIX NO. 430A EMPIRE JOB NO. 2285 REPORT NO 27 FINE 1435 Lbs. MEDIUM 1 750 Lbs. COARSE AGG. D Lbs. CEMENT 460 Lbs.. FLY ASH 150 Lbs. WATER 32 Gals. REQUIRED STRENGTH 4000 SLUMP 4-1/4 In. AIR _ 5.2 9'o UNIT WEIGHT 147.38 #/Ft' YIELD 27.60 Ft3/Ydj TEMP. (CONCRETE) 78 OF (AMBIENT) 73 of WRA 4 oZ/100# AIR ENTRAINMENT 0 TRUCK NO. 63 TIME 7.13 CUBICYARDS 7-1/2 CALCIUM CHLORIDE ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIUNA} AREA IN LENGTH IN. tYPE OF FRACTURE Cure Lab Day/Field 1 7/29/87 8/5/87 7 99,200 3510 6.0 28.3 12.0 Conical 7 2 7/29/81 8/5/87 7 99,900 3530 6.0 28.3 12.0 Conical 7 3 7/29/87 8/26/87 28 137,200 4850 6.0 28.3 12.0 Conical 28 4 7/29/87 8/26/87 28 127,900 4520 6.0 28.3 12.0 conical 28 CAST BY: Empire Laboratori eS BROKEN BY: 3day-7 day CB 14day 28day-C.B45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan (1); Saunders (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Insp. (1) EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 IA F D 0 0 NAME OF PROJECT , Fort ollins Retail Center - Pavilion CONTRACTOR ENGINEER OR ARCHITEC LOCATION OF PLACEMENT EMPIRE JOB NO. FINE 1466 Lbs. MEDIUM REQUIRED STRENGTH 3000 TEMP. (CONCRETE) TRUCK NO. 42 79 Saunders Construction RBD, Inc. Footings E line 2285 1740 TIME MIX NO. 330 REPORT NO 28 COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 26 Gals. SLUMP 3-3/4 In. AIR 5.1 UNIT WEIGHT 143.08 "/Ft' YIELD 27.0 Ftj/Ydj _°F(AMBIENT) 91 °FWRA 1 OZ/100# AIR ENTRAINMENT 2 oZ/Sack 1 :49 CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN, LENGTH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 7/29/87 8/5/87 7 81,800 2890 6.0 28.3 12.0 Conical X 2 7/29/87' 8/5/87 7 76,400 2700 6.0 28.3 12.0 Conical X 3 7/29/87 8/26/87 28 111,600 3940 6.0 28.3 12.0 conical 28 4 7/29/87 8/26/87 28 108,800 3840 6.0 28.3 12.0 conical 28 CAST BY: Empire Laboratories BROKEN BY:3day 7dayCB 14day28day �B45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1) ; Saunders Cons. (1) ; City of Ft. Collins (1) ; RBD (1) ; Flatiron (1) ; Bldg. I nspec. (1 ) e o R, l0 EMPIRE LABORATORIES, INC. Materials and Foundation Engineers � 2 Fort Collins, Colorado 1) Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 o a o 0 0 NAME OF PROJECT , Fort Collins Retail Center - Pavilion CONTRACTOR _ Saunders Construction Co. ENGINEER OR ARCHITECT RBD, Inc. LOCATION OF PLACEMENT Foundation Wall (6' W of Grid E-38) MIX NO. EMPIRE JOB NO. 2285 REPORT NO 29 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals REQUIRED STRENGTH 3000 SLUMP 3-1/2 In. AIR _ 5.4 99 UNIT WEIGHT 142.8 4/Ft' YIELD 27.43 Ftj/Ydj TEMP. (CONCRETE) 82 °F (AMBIENT) 92 °F WRA 1 oz/100# AIR ENTRAINMENT 2 oz/sack TRUCK NO. 44 TIME 1 :45 p.m. CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA)- AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/30/87 8/6/87 7 87,200 3080 6.0 28.3 12.0 Conical X 2 7/30/87 8/6/87 7 83,900 3140 6.0 28.3 12.0 Conical X 3 7/30/87 8/27/87 28 113,100 4000 6.0 28.3 12.0 conical 28 4 7/30/87 8/27/87 28 113,100 4000 6.0 28.3 12.0 conical 28 CAST BY: Empire Laboratories BROKEN BY:3day 7dayCB 14day_28day—CB_45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes'(1); Saunders Cons. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Insp EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne. Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ R ❑ ❑ ❑ NAME OF PROJECT Fort Collins Retail Center - Pavilion cbNTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 430A LOCATION OF PLACEMENT Building "A" - slab on grade (20' N - 5' E of SW corner) EMPIRE JOB NO. 2285 — — REPORT NO. 30 FINE 1435 Lbs. MEDIUM 1750 Lbs. COARSE AGG. 0 Lbs. CEMENT 460 Lbs.. FLY ASH 150 Lbs. WATER 31 Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/2 In. AIR _ 1.9 % UNIT WEIGHT 147.6 #/Ft' YIELD 27.52 Ftj/Ydj TEMP. (CONCRETE) 80 OF (AMBIENT) 70 °FWRA 4 OZ/100# AIR ENTRAINMENT 0 TRUCK NO. 44 TIME 6:10 a.m. CUBICYARDS 8.0 CALCIUM CHLORIDE n ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN HREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA}. AREA IN. LINGTH IN TYPE OF. FRACTURE Cure Lab Day/Field 1 7/31/87 8/7/87 7 105,200 3720 6.0 28.3 12.0 Conical X 2 7/31/87 8/7/87 7 98,900 3490 6.0 28.3 12.0 Conical X 3 7/31/.87 8/28/87 28 131,800 4660 6.0 28.3 12.0 Conical 28 4 7/31/87 8/28/87 28 120,100 4240 6.0 28.3 12.0 Conical 28 CAST BY: Empire Laboratories_ BROKEN BY: 3day 7day CB 14day_8day 45day CONCRETE SUPPLIER: Fl dtl rOn DISTRIBUTION: Sullivan Hayes (1); Saunders Cons. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); City Bldg. Inspec.(1) W � EMPIRE LABORATORIES, INC. Materials and Foundation Engineers f 2 Fort Collins, Colorado ✓ 11 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS A Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ❑ ❑ a ❑ NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Building "A" - slab on grade (30' E - 15' S of NW corner) EMPIRE JOB NO. 2285 REPORT NO 31 FINE 1435 Lbs. MEDIUM 1 750 Lbs. COARSE AGG. 0 Lbs. CEMENT 460 Lbs.. FLY ASH 150 Lbs. WATER 31 Gals. REQUIRED STRENGTH 3000 SLUMP 4-3/4 In. AIR _ 2'1 % UNIT WEIGHT 147.9 "/Ft' YIELD 27.46 FI /Ydj TEMP. (CONCRETE) 81 °F (AMBIENT) 71 °F WRA 4 oZ/100# AIR ENTRAINMENT 0 TRUCK NO. 46 TIME 7:15 a.m. CUBICYARDS 8'0 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DI A. IN CROSS SECTIONA)- AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/31/87' 8/7/87 7 92,500 3270 6.0 28.3 12.0 Conical X 2 7/31/87 8/7/87 7 89,100 3150 6.0 28.3 12.0 Conical X 3 7/3.1/87 8/28/87 28 120,200 4250 6.0 28.3 12.0 Conical 28 4 7/31/87 8/28/87 28 116,800 4130 6.0 28.3 12.0 Conical 28 CAST BY: Empire Laboratories BROKEN BY: 3day-7 dayCB 14day _28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Insp. (1) O 4 EMPIRE LABORATORIES, INC. W � Materials and Foundation Engineers 2 Fort Collins, Colorado ,✓ 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 X X X X NAME OF PROJECT Fort ollins Retail Center Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. LOCATION OF PLACEMENT Footing' pads - Grid "N" 27 through 33 MIX NO. EMPIRE JOB NO. 2285 REPORT NO 37 FINE 1466 Lbs. MEDIUM 1720 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals REQUIRED STRENGTH 3000 SLUMP 3 In. AIR _ 5' 5 % UNIT WEIGHT 140.5 "/Ft' YIELD 27.67 Ftj!Yd3 TEMP. (CONCRETE) TRUCK NO. 28 TIME _ - F (AMBIENT) 1:55 CUBICYARDS 7.5 °FWRA 5 OZ/100# AIR ENTRAINMENT CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA)- AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 8/11/87 8/18/87 7 74,500 2630 6.0 28.3_ 12.0 Conical X 2 8/11/87 8/18/87 7 79,200 2800 6.0 28.3 12.0 Conical X 3 8/1.1/87 9/8/87 28 101,500 3590 6.0 28.3 12.0 Conical X 4 8/11/87 9/8/87 28 1011000 3570 6.0 28.3 12.0 Conical X CAST BY: Empire Laboratories BROKEN BY: 3day 7dayLEM 14day _28dayRL 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); Bldg. Insp. (1); Flatiron (1) W EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 4 2 Fort Collins, Colorado r+ .7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado CHeyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ® ❑ ❑ ❑ NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Sounders Construction, Inc. ENGINEER OR ARCHITECT RBD Inc. MIX NO. 320 N LOCATION OF PLACEMENT Floor Slab Column Line 13 (P thru L) EMPIRE JOB NO. 2285 REPORT NO 39 FINE1410 Lbs. MEDIUM 1740 Lbs. COARSE AGG. - Lbs. CEMENT 494 - 32 Lbs. FLY ASH Lbs. WATER Gals. REQUIRED STRENGTH 3000 SLUMP 4.5 In. AIR _ 1-5 % UNIT WEIGHT 143.E #/Ft' YIELD TEMP. (CONCRETE) TRUCK NO.21 71 ° F (AMBIENT) 69 TIME 6:20 CUBICYARDS 10 °F WRA 5 OZ/1 00# AIR ENTRAINMENT CALCIUM CHLORIDE 7.24 Ft!!Yd3 ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECT IONA� AREA IN. LENGTH IN IYPEOF FRACTURE Cure Lab Day/Field 1 8/18/87 - 8/25/87 7 63,800 2250 6.0 28.3 12.0 conical 7 2 8/18/87. 8/25 7 63,800 2250 6.0 28.3 12.0 conical 7 3 8/18/87 9/15 28 4 8/18/87 9/15 28 —_ CAST BY Empire Laboratories Inc. CB BROKEN BY: 3 day 7 day 14 day28 day 45 day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1) Saunders Const. (1) City of Ft. Collins (1) RBD (1) B1 d Insp. (1) Flatiron (1 ) EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST 1J ST RESULTS Colorado Springs, Colorado ._ ■ • Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ® ❑ © ❑ NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Sounders Construction Inc. ENGINEER OR ARCHITECT RDB Ins. MIX NO. 328N LOCATION OF PLACEMENT Floor Slab / Line N Columns 13 6ru 18 EMPIRE JOB NO. 2285 REPORT NO 40 FINE 1562 Lbs. MEDIUM 1725 Lbs. COARSE AGG. - Lbs. CEMENT 423 Lbs. FLY ASH 47 Lbs. WATER 29 Gals. REQUIRED STRENGTH SLUMP 3. 5 In. AIR _ 1.4 9° UNIT WEIGHT 147.6 '/Ft' YIELD 27.10 Ftj!Ydj TEMP. (CONCRETE) . TRUCK NO. 21 71 °F (AMBIENT) 60 °F WRA 5 oZ/100# TIME 6:15 CUBICYARDS 10 AIR ENTRAINMENT CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN, LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 8/19/87 8/26/87 7 79,000 2790 6.0 28.3 12.0 conical 7 2 8/19/87 8/26 7 78,000 2760 6.0 28.3 12.0 conical 7 3 8/19/87 9/16 28 4 8/19/87 9/16 28 CAST BY: Empire Laboratories InCBROKENBY:3day 7day CB14day 28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTIONSulliyan Hayes (1) Sounders Const. (1) City of Ft. Collins (1) RBD (1) Bdl Insp.(1) Flatiron(1) Q Greeley, Colorado EMPIRE LABORATORIES, INC. W )-1, Materials and Foundation Engineers 4 2 Fort Collins, Colorado +' 7 Longmont. Colorado ® Colorado Springs, Colorado CONCRETE TEST RESULT'S Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 D 0 E] 0 NAME OF PROJECT Fart Collins Retail Center CONTRACTOR Saunders Construct -ion ENGINEER OR ARCHITECT RBD Inc LOCATION OF PLACEMENT Elev Slab line L, M Columns 13-15 EMPIRE JOB NO. 2285 FINE 1562 Lbs. MEDIUM 1725 Lbs. COARSE AGG. Lbs. CEMENT 423 REQUIRED STRENGTH 3000 SLUMP 4.5 In. AIR _ 1.5 % UNIT WEIGHT MIX NO. 330 N REPORT NO 41 _Lbs.. FLY ASH 47 Lbs. WATER 29 Gals. 144.7 #/Ft' YIELD 27.63 F1j/Yd3 TEMP. (CONCRETE) 72 'F(AMBIENT) 66 °FWRA 5 oZ/100# AIR ENTRAINMENT TRUCK NO. 63 TIME 6' 30 CUBIC YARDS 8 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA). AREA IN. LENGTH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 8/21/,87 8/28/87 7 71,600 2530 6.0 28.3 12.0 Conical 7 2 8/21/87 8/28 7 71,300 2520 6.0 28.3 12.0 Conical 7 3 8/21/87 9/18 28 4 8/21/87 9/18 28 CAST BY: Empire Laboratori PS BROKEN BY: 3day 7day CR 14day 28day 45day CONCRETE SUPPLIER: F1,_��r-G DISTRIBUTION: 'Sullivan Hayes (1) Saunders Const. (1) City (1) RBD (1) Bid InsR,_(I) Flatiron (1 ) —to A EMPIRE LABORATORIES, INC. W � Materials and Foundation Engineers ? Fort Collins, Colorado d 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado CONCRETE ►J V Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® 0 ❑ T„I ❑X NAME OF PROJECT Fort Collins Retail Center CONTRACTOR ___ Saunders Construction ENGINEER OR ARCHITEC RBD Inc LOCATION OF PLACEMENT Elev. slab line L Columns 15-18 EMPIRE JOB NO. 2285 MIX NO. 330 N REPORT NO42 FINE 1562 Lbs. MEDIUM 1725 Lbs. COARSE AGG. Lbs. CEMENT 423 Lbs.. FLY ASH 47 Lbs. WATER 29 Gals. REQUIRED STRENGTH 3000 TEMP. (CONCRETE) TRUCK NO. 44 73 TIME SLUMP 4 OF (AMBIENT) 7:31 In. AIR _ 1 • 5 Y. UNIT WEIGHT 144.70 #/Ft' YIELD 27.67 FI /Ydj 69 OF WRA 5 OZ/100# AIR ENTRAINMENT CUBIC YARDS CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI, AVG. DIA.IN CROSS SECTIONA) AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 8/21/87 /28/87 7 76,100 2690 6.0 28.3 2.0 onical 7 2 8/21/87 /28 7 80,000 2830 6.0 28.3 2.0 onical 7 3 8/21./87 /18 28 4 8/21/87 /18 28' CAST BY: Empire Laboratories Inc BROKEN BY:3day 7dayCB 14day.28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION $ull ivan Hayes (1) Saunders Const (1) City (1) RBD (1) Bld. Insp (1) Flatiron (1 ) EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, .Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 X X X X NAME OF PROJECT Fort Collins Retail Center Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. LOCATION OF PLACEMENT Footing pads - Grid "N" 27 through 33 MIX NO. EMPIRE JOB NO. 2285 REPORT NO 1 37 1" FINE 1466 Lbs. MEDIUM 1720 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3008 SLUMP 3 In. AIR - 5'S 9'o UNITWEIGHT 14D.5 '/Ft' YIELD 27'67 Ftj!Yd3 TEMP. (CONCRETE) — TRUCK NO. 28 TIME —oF (AMBIENT) 1:55 CUBICYARDS 7.5 of WRA 5 OZ/100# AIR ENTRAINMENT CALCIUM CHLORIDE ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN, LENGTH IN TYPE OF FRACTL)I;E Cure Lab Day/Field 1 8/11/87 8/18/87 7 74,500 2630 6.0 28.3 12.0 Conical X 2 8/11/87 8/18/87 7 79,200 2800 6.0 28.3 12.0 Conical X 3 8/11/87 9/8/87 28 4 8/11/87 9/8/87 28 CAST BY: Empire Laboratories BROKEN BY: 3day 7dayLEM 14day 28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); Bldg. Insp. (1); Flatiron (1) EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado -- Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ® - ❑ ® ❑ NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT _ Cityy of.Fort Collins Engineering Department MIX NO. 207 LOCATION OF PLACEMENT EMPIRE JOB NO Curb & Gutter (on -site 2285 REPORT NO 21 FINE 1466 Lbs. MEDIUM 1 740 Lbs. COARSE AGG. - Lbs. CEMENT 370 Lbs. ASH Lbs. WATER 25 Gals. REQUIRED STRENGTH 3500 TEMP. (CONCRETE) $0 TRUCK NO 29 TIME SLUMP 2-1/2 In. AIR 4•8 —OF(AMBIENT) 85 9:15 CUBICYARDS UNIT WEIGHT 144.17 #/Ft' YIELD 27.13 Ftj/Ydj °F WRA 5 oZ/100# AIR ENTRAINMENT 2.09 oZ/sack CALCIUM CHLORIDE ACCELERATOR - CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG, DIA.IN CROSS SECTIONAP AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/21/87 7/28/87 7 91,800 3240 6.0 28.3 12.0 Conical X 2 7/21/87 7/28/87 7 88,100 3110 6.0 28.3 12.0 Conical X 3 7/21/87 8/18/87 28 118,600 4190 6.0 28.3 12.0 Conical X 4 7/21/87 8/18/87 28 117,000 4130 6.0 28.3 12.0 Conical X CAST BY: Empire Laboratories BROKEN BY: 3day 7dayCB 14day8dayLEM 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Construction (1); City of Ft. Collins (1); RBD (1); Flatiron (1); City of Fort Collins Building Inspection (1.) p EMPIRE LABORATORIES, INC. ^c n Asir 9 1987 Materials and Foundation Engineers 2 Fort Collins, Colorado 11 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado 1 uu .� as ,� TEST 1J �J Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures, SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ® ❑ ❑ NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 330 LOCATION OF PLACEMENT Footing pads for major retail (L lines) EMPIRE JOB NO. 2285 REPORT NO 36 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/2 In. AIR - 5.6 9'o UNITWEIGHT 142.67 O/Ft' YIELD 27,46 Ftj/Ydj TEMP. (CONCRETE) 76 TRUCK NO •: TIME _ °F (AMBIENT) 1:20 79 °F WRA 5 oz/100# AIR ENTRAINMENT CUBICYARDS 7-112 CALCIUM CHLORIDE Q 2 oz/sack ACCELERATOR 0 CYLINDER NO, DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AEG. DIA. IN CROSS SECTIONA} AREA IN. LENGTH IN, TYPE OF FRACTURE Cure Lab Day/Field 1 8/7/87 8/14/87 7 73,300 2590 6.0 28.3 12.0 Conical X 2 8/7/87 8/14/87 7 70,600 2490 6.0 28.3 12.0 Conical X 3 8/7/87 9/4/87 28 4 8/7/87 9/4/87 28` CAST BY: Empire Laboratories BROKEN BY: 3day DISTRIBUTION: Sullivan Hayes (1); Saunders Const 7day CB 14day_28day 45day CONCRETE SUPPLIER: Flatiron (1); City of Ft. Collins (1); RBD (1); Bldg. Insp. (1); Flatiron (1) EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 111� Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 NAME OF PROJECT Fort❑Collins Retail Center CONTRACTOR Saunders Construction Co. ENGINEER OR ARCHITECT RBD, Inc. LOCATION OF PLACEMENT Foundation Wall - SW corner of pavilion EMPIRE JOB NO._ _ 2285 MIX. -NO. 207 REPORT NO 20 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 24 Gals. REQUIRED STRENGTH 3000 SLUMP 3-3/4 In. AIR _ 5.6 99 UNITVJEIGHT 140.72 #/Ft' YIELD 27.74 Ftj/Yd3 TEMP. (CONCRETE) 77 ° F (AMBIENT) 86 °FWRA 0.95 OZ/100# AIR ENTRAINMENT 2.0 oZ/sack TRUCK NO. 22 TIME 1 :20 CUBICYARDS , 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/20/87 7/27/87 7 78,200 2760 6.0 28.3 12.0 Conical X 2 7/20/87 7/27/87 7 76,800 2710 6.0 28.3 12.0 Conical X 3 7/20/87 8/17/87 28 104,700 3700 6.0 28.3 12.0 Conical 4 7/20/87 8/17/87 28 101,200 3580 6.0 28.3 12.0 Conical CAST BY: Empire Laboratories BROKEN BY: 3day 7day(B 14day_28dayLENL45day CONCRETE SUPPLIER: Flatiron -DISTRIBUTION: Sullivan Hayes (1), Saunders Const. (1); City of Ft. Collins (1); RBD (1); Flatiron (D.); Bldg. Insp. (1) EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS, Colorado Springs, Colorado GROUT �/ �• ■ � 1J Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures. . SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 © ® D ® ®: NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction Co. ENGINEER OR ARCHITECT_ RBD, Inc. MIX NO. LOCATION OF PLACEMENT Grout - east Wall of pavilion EMP.I RE JOB NO. 2285 REPORT NO 18 FINE Lbs. MEDIUM Lbs. COARSE AGG. Lbs. CEMENT Lbs.. FLY ASH Lbs. WATER Gals. REQUIRED STRENGTH 3000 SLUMP In. AIR 90 UNIT WEIGHT TEMP. (CONCRETE) TRUCK NO 'F (AMBIENT) °F WRA 4/F t' YIELD AIR ENTRAINMENT TIME 7:30 CUBICYARDS 7 CALCIUM CHLORIDE ACCELERATOR Ftj /Ydj CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI WXD CROSS SECTIONA� AREA IN, LENGTH IN TYPE OFU FRACTRE Cure Lab Day/Field 1 7/16/87 7/23/87 7 30,700 2180 x3-3/4 14.06 7-1/2 Conical 7 2 7/16/87 8/13/87 28 44,130 3130 0-3/4 14.06 7-1/2 Conical 28 3 7/16/87 8/13/87 28 43,900 3120 x3-3/4 14.06 7-1/2 Conical 28 CAST BY: Empire Laboratories BROKEN BY: 3day 7day CB 14day_28day CB 45day CONCRETE SUPPLIER: A -Plus Ready Mix DISTRIBUTION: Sullivan Hayes 1 • Saunders Construction (1); City of Ft. Collins Engineering (1); RBD (1); Flatiron (1) City o t. Collins Bldg. Inspection (1) EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado TEST EST RESULTS Springs, Colorado �.J 1 j`J Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31785 Laboratory C192-81 C617-85b C39-86 ® © 0 D. NAME OF PROJECT Fort Collins Retail Center & Pavilion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Foundation Wall - Grid Line 2.5 - 13 through 18 EMPIRE JOB NO. 2285 REPORT NO 19 FINE 1466 Lbs. MEDIUM 1741 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 3-1/2 In. AIR . 5.1 90 UNIT WEIGHT 143.3 #/Ft' YIELD 27.30 Ft'!Yd' TEMP. (CONCRETE) 76 °F(AM BIENT) 93 °FWRA 5 OZ/100# AIR ENTRAINMENT 1.81 oZ/sack TRUCK NO. 28 TIME 12:48 CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA) AREA IN. LENGTH IN, IFYPE OF FRACTURE Cure Lab Day/Field 1 7/16/87 7/23/87 7 84,500 2990 6.0 28.3 12.0 Conical X 2 7/16/87 7/23/87 7 84,900 3000 6.0 28.3 12.0 Conical X 3 7/16/87 8/13/87 28 117,000 4130 6.0 28.3 12.0 Conical X 4 7/16/87 8/13/87 28 113,700 4020 6.0 28.3 12.0 Conical X CAST BY: Empire Laboratories BROKEN BY: 3day 7dayCB 14day —28day—CI_45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sul 1 i van Hayes (1) ; Saunders Const '(1) ; Ci ty of Ft. Col 1 i ns Eng . Dept. (1) ; RBD (1) ; F1 ati ron (1) ; City of Ft. Collins Building Inspection 1 W p EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 4 2 Fort Collins, Colorado ✓ 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ❑ ❑ ❑ El NAME OF PROJECT , Fort Coll 1 ns Retail Center CONTRACTOR Saunders Construction, -Inc. ENGINEER OR ARCHITECT RBD, Inc. _ MIX NO. LOCATION OF PLACEMENT A line from 1 to 3 Bldg. G _ foundation Wall EMPIRE JOB NO. 2285 REPORT NO 38 FINE _1472 Lbs. MEDIUM 1712 Lbs. COARSE AGG. 0 Lbs. CEMENT 366 Lbs.. FLY ASH 121 Lbs. WATER_27 Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/2 In. AIR 3•8 9'o UNIT WEIGHT 145.75 #/Ft' YIELD 26.73 Ft"/Ydj TEMP. (CONCRETE) 77 °F (AMBIENT) 74 °F WRA 4 oZ/100# AIR ENTRAINMENT 2 oZ/sack TRUCK NO 29 TIME 2:40 CUBICYARDS 5 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECT IONA� AREA IN LEN(;TH IN TYPE OF FRACTURE Cure Lob Day/Field 1 8/13/87 8/20/87 7 68,700 2430 6.0 28.3 12.0 Conical X 2 8/13/87. 8/20/87 7 66,600 2350 6.0 28.3 12.0 Conical X 3 8/13/87 9/10/87 28 88,600 3130 6.0 28.3 12.0 Conical X 4 8/13/87 9/10/87 28 89,400 3160 6.0 28.3 12.0 Conical X CAST BY: Empire Laboratories BROKEN BY:3day 7day CB 14day28day JK 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saundets Cons. (1); City of Ft. Collins (1); RBD (1); B1dg. Insp. (1); Flatiron (1) EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado MORTAR TESTS CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field "X0 C270 Laboratory C192-81 C617-85b C C109 ❑ ❑ ❑ a NAME OF PROJECT Fort Collins Retail Center Pavilion CONTRACTOR ENGINEER OR ARCHITE LOCATION OF PLACEMENT EMPIRE JOB NO. FINE Lbs. MEDIUM _ REQUIRED STRENGTH 1800 TEMP. (CONCRETE) TRUCK NO TIME Saunders Construction RBD, Inc. Mix NO. Buildinq A east wall 15' above NGL 2285 REPORT N0 34 COARSE AGG. Lbs. CEMENT Lbs.. FLY ASH Lbs. WATER Gals. SLUMP In. AIR _ 9'o UNIT WEIGHT O/Ft' YIELD °F (AMBIENT) 9:50 CUBICYARDS °FWRA AIR ENTRAINMENT CALCIUM CHLORIDE ACCELERATOR Ft' /Ydj CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI W0 CROSS SECTIONA� AREA IN LENGTH IN rYPE OF FRACTURE Cure Lab Day/Field 1 8/6/87 8/13/87 7 5800 1450 2x2 4.0 2.0 Conical X 2 8/6/87 9/3/87 28 3 8/6/87 9/3/87 28_ CAST BY: Empire Laboratories BROKEN BY: 3day-7 day CB 14day-28day 45day CONCRETE SUPPLIER: DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Fort Collins (1); RBD (1); Flatiron (1); Bldg. Insp (1) EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ❑ ❑ FXI ❑ NAME OF PROJECT Fort Collins Retail Center CONTRACTOR ENGINEER OR ARCHITE LOCATION OF PLACEMENT EMPIRE JOB NO. FINE 1466 Lbs. MEDIUM REQUIRED STRENGTH TEMP. (CONCRETE) — TRUCK NO. 42 Qnnn 76 Saunders Construction RBD, Inc. Foundation wall (L line) MIX No. 330 2285 REPORT NO 35 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. SLUMP 4 In. AIR _ 5•5 % UNIT WEIGHT 141 •83 #/Ft' YIELD 27.58 Ftj/Ydj 82 5 oz/inny 2 k TIME °F(AMBIENT) °FWRA AIR ENTRAINMENT oZ/SaC 1 :50 CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE ;DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA.IN. LENGTH IN. rYPE OF FRACTURE Cure Lob Day/Field 1 8/6/87 8/13/87 7 74,600 2640 6.0 28.3 12.0 1 Conical X 2 8/6/87 8/13/87 7 75,100 2650 6.0 28.3 12.0 Conical X - 3 8/6/87 9/3/87 28 4 8/6/87 9/3/87 28 CASTBY: Empire Laboratories BROKEN BY: 3day-7 day CB 14day8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); B1d. Insp. (1); Flatiron (1) 'v_ _-to A EMPIRE LABORATORIES, INC. I°f Materials and Foundation Engineers S� 2 Fort Collins, Colorado ✓ .7 Greeley, Colorado Longmont. Colorado CONCRETE TEST RESULTS ® ' Colorado Springs, Colorado Cheyenne, Wyoming - Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ® Fort Collins Retap Center -Pavilion NAME OF PROJECT CONTRACTOR Saunders Construction RBD, Inc. ENGINEER OR ARCHITECT MIX NO. LOCATION OF PLACEMENT Foundation Wall -(Grid 13-C to B.5) EMPIRE JOB NO. 2285 REPORT NO 12 1466 1740 0 370 124 25 FINE Lbs. MEDIUM Lbs. COARSE AGG. Lbs. CEMENT Lbs.. FLY ASH Lbs. WATER Gals. 3000 4.0 5.4 142.9 27.41 REQUIRED STRENGTH SLUMP In. AIR _ 90 UNIT WEIGHT #/Ft' YIELD Ftj!Ydj 76 81 5 oz/100# 1.81 oz/Sk TEMP. (CONCRETE) _ ° F (AMBIENT) ° F WRA AIR ENTRAINMENT 24 TRUCK NO. TIME 12:48 PM CUBICYARDS 7-1,/2 0 CALCIUM CHLORIDE ACCELERATOR 1 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.-IN CROSS SECT IONA� AREA IN. LENGTH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 7/7/87 7/14/87 7 71,700 2530 6.0 28.3 12.0 Conical X 2 7/7/87 7/14/87 7 70,000 2470 6.0 28.3 12.0 Conical X. 3 7/7/87 8/4/87 28 101,500 3590 6.0 28.3 12.0 Conical X 4 7/7/87 8/4/87 28 102,500 3620 6.0 28.3 12.0 Conical X Empire Labs Inc. CB Flatiron CAST BY: BROKEN BY�3day 7day 14day28da CB 45da CONCRETE SUPPLIER DISTRIBUTION: y 7- Sullivan Hayes (1), Saunders Construction (1), City of Fort Collins Engineering Dept (1), RBD; Inc, (1), Flatiron (1), City of Fort Collins Building Inspectors (1). W EMPIRE LABORATORIES, INC. T Materials and Foundation Engineers Fort Collins. Colorado 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® ' Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 o 1771 Q o 0 NAME OF PROJECT _ Fort Collins Retai Center -Pavilion CONTRACTOR Saunders Construction; Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Interior Footing Pads (Grid E-8 to E-12) EMPIRE JOB NO. 2285 REPORT NO 13 FINE-Lbs. Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER - 25 Gals REQUIRED STRENGTH 3000 SLUMP 3-1/2 In. AIR _ 5.2 90 UNIT WEIGHT 141.9 '/Ft' YIELD 27.54 Ft'/Yd' TEMP. (CONCRETE) 75 °F (AMBIENT) 78 °F WRA 5 oZ/100# AIR ENTRAINMENT 1 .81 oZ/SIC TRUCK NO. 24 TIME 12:45 PM CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LEN(;TH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 7/8/87 7/15/87 7 78,400 2770 6.0 28.3 12.0 Conical X 2 7/8/87 7/15/87 7 77,500 .2740 6.0 28.3 12.0 Conical X 3 7/8/$7 8/5/87 28 103,100 3640 6.0 28.3 12.0 Conical X 4 7/8/87 8/5/87 28 106,300 3760 6.0 28.3 12.0 Conical X Empire Labs, Inc. CB Flatiron CAST BY: BROKEN BY: 3day 7day 14day28dayqB 45day CONCRETE SUPPLIER: DISTRIBUTION: Sullivan Hayes (1) , Saunders' Construction, Inc. (1) , City of Fort Collins Engineering Dept. (1) , RBD, Inc . (1), Flatiron (1), City of Fort Collins Building Inspectors 1 . A EMPIRE LABORATORIES, INC. W � Of f Materials and Foundation Engineers 2 Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 El 13' NAME OF PROJECT ® Fort Collins RetaPi Center -Pavilion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Interior Footing Pads (Grid C-14-15&16) EMPIRE JOB NO. 2285 REPORT NO 14 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals REQUIRED STRENGTH 3000 SLUMP 3-3/4 In. AIR_ 5'5 90 UNITyJEIGFiT 144.0 "/Ft' YIELD 27'14 Ft"Yd' 77 82 5 oz/100# 1.81 oz/Sk TEMP. (CONCRETE) °F (AMBIENT) °F WRA AIR ENTRAINMENT TRUCK NO. 63 TIME-12:40 PM CUBICYARDS 7-1/2 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN, TYPE OF FRACTURE Cure Lab Day/Field 1 7/9/87. 7/-16/87 7 79,800 2820 6.0 28.3 12.0 Conical X 2 7/9/87 7/16/87 7 74,700 2640 6.0 28.3 12.0 Conical X 3 7/9/87 8/6/87.. 28 112,900 3990 6.0 28.3 12.0 Conical X 4 7/9/87 8/6/87. 28 113,300 4000 6.0 28.3 12.0 Conical X CAST BY: Empire Labs, Inc. BROKENBY•3da 7a CB IA I 2aa CB A5d Flatiron DISTRIBUTION: y ay ay ay ay-ONCRETE SUPPLIER. Sullivan. Hayes (1), Saunders Construction, Inc. (1), City of Fort Collins Engineering Dept. (1), RBD, Inc. -. (1), Flatiron (1), City of Fort Collins Building Inspectors (1). OA _. W EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado ✓ 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS A Colorado Springs, Colorado Cheyenne, Wyoming - -- - - - Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING C172-82 o NAME OF PROJECT MAKING & CURING TEST SPECIMENS Field C31-85 Laboratory C192-81 a o Fort Collins Retail Center - Pavilion CAPPING C617-85b 0 COMPRESSIVE STRENGTH C39-86 0 CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Interior footing pads (Grid B.5 - #14, #15, #16 & #17) EMPIRE JOB NO. 2285 REPORT NO 15 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. O Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 4 In. AIR _ 5'8 Y. UNIT WEIGHT 142.2 "/Ft' YIELD 27.48 Ftj!Yd. TEMP. (CONCRETE) 76 °F (AMBIENT) 84 °F WRA 5 oZ/100# AIR ENTRAINMENT 1.81 OZ/Sack TRUCK NO. 31 TIME 12945 pm CUBICYARDS 7-1/2 CALCIUM CHLORIDE O ACCELERATOR D CYLINDER NO. DATE MADE , DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA� AREA IN. LENGTH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 7/10/87 7/17/87 7 74,800 2640 6.0 28.3 12.0 Conical X 2 7/10/87 7/17/87 7 73,600 2600 6.0 28.3 12.0 Conical X 3 7/10/87 8/7/87 28 106,000 3750 6.0 28.3 12.0 Conical X 4 7/10/87 8/7/87 28 108,000 3820 6.0 28.3 12.0 Conical X CAST BY: Empire -Laboratories BROKEN BY: 3day DISTRIBUTION: Sul ivan Hayes (1); Saunders Cons •r-City. of FC Bldg Insp. (1) —7dayOB 14day8day �B. 45day - CONCRETE SUPPLIER Flatiron (1); City of FC:Eng.-Dept. (1); RBD (1); Flatiron "(1); W � EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado ✓ .7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cheyenne. Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field( CC31-85 Laboratory C192-81 C617-85b C39-86 ® L1LJ ❑ ❑ ELI NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR'_ Saunders Construction Company ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Foundation Wall EMPIRE JOB NO. 2285 REPORT NO 16 FINE 1466 Lbs. MEDIUM 1 740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH TEMP. (CONCRETE) TRUCK NO. 46 3000 SLUMP 4 In AIR 5.7 73 °F(AMBIENT) 72 —TIME 1:20 CUBICYARDS UNIT WEIGHT 141 .91 O/Ft' YIELD 27.54 Ft)/Ydj °F WRA 5 oz/100# AIR ENTRAINMENT 7-1/2 CALCIUM CHLORIDE 9 1.81 oz/sack ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA} AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/13/87 7/20/87 7 68,000 2400 6.0 28.3 12..0.• Conical X 2 7/13/87 7/20/87 7; 69,400 2450 6.0 28.3 12.0 Conical X 3 7/13/87 8/10/87 28 105,500 3730 6.0 28.3 12.0 Conical X 4 7/13/87 8/10/87 28 106,000 3750 6.0 28.3 12.0 Conical X CAST BY: Empire Laboratories . BROKEN BY:3day 7day0B 14day8day CB 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: *Sullivan Hayes (1) ; Saunders Const. (1_) ; Ci t.y of Ft.. Collins Eng . Dept. (1) ; RBD, Inc. (1) ; Flatiron (1) ; City of Ft.. Collins Bldg Inspection (1 111, 0 ► A EMPIRE LABORATORIES, INC. W VO Materials and Foundation Engineers 4 ? Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® " Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 NAME OF PROJECDT For© of l i ns Retail Center CONTRACTOR Saunders Construction Company ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Footing/Foundation Wall NW of pavilion EMPIRE JOB NO. 2285 REPORT NO 17 in FINE 1466 Lbs. MEDIUM _1741 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 24 Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/2 In. AIR - 5.6 90 UNIT VJEIGhiT 143.32 /Ft' YIELD 27.26 Ft'/Yd3 TEMP. (CONCRETE) 74 °F (AMBIENT) 81 °F WRA 5 oZ/100# AIR ENTRAINMENT 1.8 oZ/Sack TRUCK NO. 24 TIME 2 : 00 CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA)_ AREA IN. LENGTH IN, TYPE OF FRACTURE Cure Lab Day/Field 1 7/14/87 7/21/87 7 71,200 2520 6.0 28.3 12.0 Conical X 2 7/14/87 7/21/87 7 68,900 2430 6.0 28.3 12.0 Conical X 3 7/14/'87 8/11/87 28 104,000 3670 6.0 28.3 12.0 Conical 4 7/14/87 8/11/87 28 104,900 3710 6.0 28.3 12.0 Conical CAST BY: Empire Laboratories BROKEN BY: 3day 7day CB 14day8day CB 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Construc_tio_n (1); City of F1:.,Collins Engineering (1); RBD (1); Flatiron (1); City of Fort Collins Bldg Inspection.(]) Of EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 4 2 Fort Collins, Colorado +� 11 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® ' Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ® ❑ ® ❑ NAME OF PROJECT , Fort Collins Retail Center CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT City of Fort Collins MIX NO. 330 LOCATION OF PLACEMENT Foundation wall - east line from 30 - 35+00 to 38+00/E30 - L30 footer EMPIRE JOB NO 2285 REPORT NO 26 FINE 1 466 Lbs. MEDIUM 1 740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs..FLY ASH 124 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3500 TEMP. (CONCRETE) TRUCK NO. 43 :d TIME SLUMP 3 _ OF (AMBIENT) 2:02 In. AIR _ 3•9 % UNITWEIGHT 145.40 91 °F WRA CUBICYARDS 7-1/2 1 oZ/100# #/Ft' YIELD 27.04 Ft3/Yd! AIR ENTRAINMENT 2 oZ/sack CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO.' DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA)- AREA -IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/28/87 8/4/87 7 81,000 3000 6.0 28.3 12.0 Conical X 2 7/28/87 8/4/87 7 84,900 2860 6.0 28.3 12.0 Conical X 3 7/28/87 8/25/87 28 4 7/28/87 8/25/87 28 CAST BY: Empire Laboratories BROKEN BY: 3day 7day CB 14day _28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Cons. (1); City of tt• Collins (1); RBD (1); Flatiron (1); Bldg. Inspec. 0 EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ❑ ❑ ❑ a NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 430A LOCATION OF PLACEMENT Floor Slab from 8+00 to 13+00 & from C line to line L.5 EMPIRE JOB N0. 2285 REPORT NO 27 FINE 1435 Lbs. MEDIUM 1750 Lbs. COARSE AGG. 0 Lbs. CEMENT 460 Lbs.. FLY ASH 150 Lbs WATER 32 Gals REQUIRED STRENGTH 4000 TEMP. (CONCRETE) TRUCK NO. 63 TIME SLUMP 4-1/4 In. AIR - 5.2 99 UNIT VJEIGHT 147.38 #/Ft' YIELD 27.60 Ftj!Yd� — OF(AMBIENT) 73 °FWRA 4 oZ/100# AIR ENTRAINMENT 0 7:13 CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR D CYLINDER NO. DATE MADE ::. DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA, IN CROSS SECTIONA� AREA -IN. LENGTH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 7/29/87 8/5/87 7 99,200 3510 6.0 28.3 12.0 Conical- 7 2 7/29/87 8/5/87 7 99,900 3530 6.0 28.3 12.0 Conical 7 3 7/29/.87 8/26/87 28 4 7/29/87 8/26/87 28 CAST BY: Empire Laboratories BROKEN BY: 3day 7day CB 14day8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan (1); Saunders (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Insp. (1) so R, Ip W EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado �+ 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ®WWX-1—Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 D M o 0 0 NAME OF PROJECT Retai Center Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 328N LOCATION OF PLACEMENT East end middle bay floor slab Building E EMPIRE JOB NO. 2285 REPORT NO 46 FINE 1517 Lbs. MEDIUM 1700 Lbs. COARSE AGG. Lbs. CEMENT 423 Lbs.. FLY ASH 47 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3000 SLUMP 3 In. AIR 2.8 9'° UNIT WEIGHT 145.18 #/Ft' YIELD 27.75 Ftj/Yd3 TEMP. (CONCRETE) 66 °F (AMBIENT) 50 °F WRA 4 oz/100# AIR ENTRAINMENT TRUCK NO. 21 TIME 6:15 CUBIC YARDS 10 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO, DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA)- AREA IN, LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field . 1 8/31/87 9/7/87 7 71,200 2520 6.0 28.3 12.0 conical X 2 8/31/87 9/7/87 7 73,300 2590 6.0 28.3 12.0 conical X 3 8/31/87 9/28/87 28 4 8/31/87 9/28/87 28 CAST BY: Empire Laboratories BROKEN BY:3day 7dayERW 14day28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); Bldg. Insp. (1); Flatiron (1) O W � EMPIRE LABORATORIES, INC. T I� Materials and Foundation Engineers 2 Fort Collins, Colorado r+ 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 X a X X NAME OF PROJECT Fort ollins Retail Center- Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 330 LOCATION OF PLACEMENT Footings E line EMPIRE JOB NO. 2285 REPORT NO 28 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3000 SLUMP 3-3/4 In. AIR 5.1 90 UNIT WEIGHT 143.08 #/Ft' YIELD 27.0 Ftj/Yd? TEMP. (CONCRETE) TRUCK NO. 42 79 TIME — ° F (AMBIENT) 91 1:49 CUBICYARDS °F WRA 1 OZ/100# AIR ENTRAINMENT 2 OZ/sack 7-112 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA)L AREA IN. LENGTH IN. TYPE OF FRACTURE Cure Lob Day/Field 1 7/29/87 8/5/87 7 81,800 2890 6.0 28.3 12.0 Conical X 2 7/29/87 8/5/87 7 76,400 2700 6.0 28.3 12.0 Conical X 3 7/29/.87 8/26/87 28 4 7/29/87 8/26/87 28 CAST BY:- Empire Laboratories BROKEN BY: 3day 7dayCB 14day 8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Cons. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Inspec. (1) p9 EMPIRE LABORATORIES, INC. 10 �VC Materials and Foundation Engineers 2 Fort Collins, Colorado +' 1 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 0 0 o a o NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR _ � Saunders Construction Co. ENGINEER OR ARCHITECT RBD, Inc. LOCATION OF PLACEMENT Foundation wall (6' W of Grid E-38) MIX NO. EMPIRE JOB NO. 2285 REPORT NO 29 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs..FLY ASH 124 Lbs. WATER 25 Gals REQUIRED STRENGTH 3000 SLUMP 3-1/2 In. AIR _ 5.4 % UNIT WEIGHT 142.8 "/Ft' YIELD 27.43 Ftj/Ydj TEMP. (CONCRETE) 32 °F(AMBIENT) 92 °FWRA 1 oZ/100# AIR ENTRAINMENT 2 oZ/sack TRUCK NO. 44 TIME 1:45 p.m. CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN. TYPE OF FRACTUnE Cure Lab Day/Field 1 7/30/87 8/6/37 7 87,200 3080 6.0 28.3 12.0 Conical X 2 7/30/87 8/6/87 7 83,900 3140 6.0 28.3 12.0 Conical X 3 7/30/.87 8/27/87 28 4 7/30/87 8/27/87 28 CAST BY: Empire Laboratories BROKEN BY:3day 7day0B 14day8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes .(1); Saunders Cons. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Insp AlO EMPIRE LABORATORIES, INC. W � �°` Materials and Foundation Engineers d Fort Collins, Colorado 4 2 r+ 7 Greeley, Colorado (� Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 © ❑ ❑ ❑ ❑ NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 430A LOCATION OF PLACEMENT Building "A" - slab on grade (20' N. - 5' E Of SW corner) EMPIRE JOB NO. 2285 REPORT NO 30 FINE 1435 Lbs. MEDIUM 1750 Lbs. COARSE AGG. 0 Lbs. CEMENT 460 Lbs. FLY ASH 150 Lbs. WATER 31 Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/2 In. AIR _ 1.9 9° UNIT WEIGHT 147.6 O/Ft' YIELD 27.52 Ft' /Yd3 TEMP. (CONCRETE) 80 °F (AMBIENT) 70 °F WRA 4 oZ/100# AIR ENTRAINMENT 0 TRUCK NO. 44 TIME 6:10 a.m. CUBICYARDS 8.0 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA} AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/31/87 8/7/87 7 105,200 3720 6.0 28.3 12.0 Conical X 2 7/31/87 8/7/87 7 98,900 3490 6.0 28.3 12.0 Conical X 3 7/31/87 8/28/87 28 4 7/31/87 8/28/87 28 CAST BY: Empire Laboratories BROKEN BY:3day 7day CB 14day28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Cons. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); City Bldg. Inspec.(1) EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ n ❑ ❑ NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Building "A" - slab on grade (30' E - 15' S of NW corner) EMPIRE JOB NO. 2285 REPORT NO 31 FINE 1435 Lbs. MEDIUM 1750 Lbs. COARSE AGG. 0 Lbs. CEMENT 460 Lbs. FLY ASH 150 Lbs. WATER 31 Gals. REQUIRED STRENGTH 3000 SLUMP 4-3/4 In. AIR _ 2.1 90 UNIT WEIGHT 147.9 '*/Ft' YIELD 27.46 Ftj!Ydj TEMP. (CONCRETE) 81 °F (AMBIENT) 71 °F WRA 4 OZ/l OO# AIR ENTRAINMENT 0 TRUCK NO. 46 TIME 7:15 a.m. CUBICYARDS 8.0 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 7/31/87 8/7/87 7 92,500 3270 6.0 28.3 12.0 Conical X 2 7/31/87 8/7/87 7 89,100 3150 6.0 28.3 12.0 Conical X 3 7/31/87 8/28/87 28 4 7/31/87 8/28/87 28 CAST BY: Empire Laboratories BROKEN BY:3day 7dayCB 14day_28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. C611ins (1); RBD (1); Flatiron (1); Bldg. Insp. (1 Lz EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ® ❑ - NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 430A LOCATION OF PLACEMENT Floor slab (radio shack) 30' east EMPIRE JOB NO. - 2285 REPORT NO_ 32 FINE 1435 Lbs. MEDIUM 1750 Lbs. COARSE AGG. 0 Lbs. CEMENT 460 Lbs.. FLY ASH 150 Lbs. WATER 31 Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/4 In. AIR _ 1.5 9'o UNIT WEIGHT 147.01 4/Ft' YIELD 27.51 Ftj/Yd3 TEMP. (CONCRETE) TRUCK NO. 29 72 °F (AMBIENT) TIME , 6:15 M. OFWRA 0 AIR ENTRAINMENT CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR - CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTION AP AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 8/4/87 8/11/87 7 98,200 3470 6.0 28.3 12.0 Conical X 2 8/4/87 8/11/87 7 104,000 3670 6.0 28.3 12.0 Conical X 3 8/4/87 9/l/87 28 4 8/4/87 9/l/87 28 CAST BY: Empire Laboratories BROKEN BY:3day 7dayCB 14day_28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Insp EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado - Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 o a o o NAME OF PROJECT Fort Collins Retail Center CONTRACTOR _ Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 430A LOCATION OF PLACEMENT Floor slab radio shack (NW corner) EMPIRE JOB NO. 2285 REPORT NO 33 FINE 1435 Lbs. MEDIUM 1750 Lbs. COARSE AGG. 0 Lbs. CEMENT 460 Lbs. -FLY ASH 150 Lbs. WATER 31 Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/2 In. AIR _ 1 •4 9b UNIT WEIGHT 147.01 "/Ft' YIELD 27.51 Ftj/Ydj TEMP. (CONCRETE) 73 °F (AMBIENT) 58 °F WRA O AIR ENTRAINMENT 0 TRUCK NO. 29 TIME 7:15 CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA� AREA IN, LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 8/4/87 8/11/87 7 95,100 3360 6.0 28.3 12.0 Conical X 2 8/4/87 8/11/87 7 93,100 3290 6.0 28.3 12.0 Conical X 3 8/4/87 9/l/87 28 4 8/4/87 9/l/87 28 CAST BY: Empire Laboratories BROKEN BY:3day 7dayCB 14day 8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sul 1 i van Hayes (1) ; Saunders Const. (1) ; City of Ft. Collins (1) ; RBD (1) ; Flatiron (1) ; Bldg. Inspec. (1 ) EMPIRE LABORATORIES. INC. Materials and Foundation Engineers _ Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE- TEST RESULTS EST TT TS Colorado Springs, Colorado v 1 ®mil e'� JnL'J� J■LI� �J LI Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 R R Fx] . NAME OF PROJECT Fort Collins Retap Center -Pavilion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Footings/(20' South of grid line C-8) EMPIRE JOB NO. 2285 REPORT NO 9 FINE 1466 Lbs. MEDIUM 1 740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 28 Gals. REQUIRED STRENGTH 3000 SLUMP 3-1/2 In. AIR _ 5'5 90 UNITWEIGHT 143'2 '/Ft' YIELD 27'47 Ft3!Yd3 74 7Fi rl n7/inn, 1 Q1 n,/cl, TEMP. (CONCRETE) TRUCK NO. 42 TIME _ °F (AMBIENT) 10:48 AM CUBIC YARDS —°FWRA 7.5 AIR ENTRAINMENT CALCIUM CHLORIDE 0 ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/2/87 7/9/87 7 61,700 2180 6.0 28.3 12.0 Conical X 2 7/2/87 7/9/87 7 62,800 2220 6.0 28.3 12.0 Conical X 3 7/2/87 7/30/87 28 101,100 3570 6.0 28.3 12.0 Conical X 4 7/2/87 i7/30/87 28 102,100 3610 6.0 28.3 12.0 Conical X CAST BY: Empire Labs Inc. BROKEN BY: 3day-7 day CB 14day8day—CB-45day CONCRETE SUPPLIER:Flatiron DISTRIBUTION: Sullivan Hayes (1), Saunders Construction, Inc. (1), City of Fort Collins Engineering Dept Fla+irnn /11 r'ity of Fnr+ rnllinc Ritilrlinn Tncnorr+nrc /11 (1)., RBD, (1 EMPIRE LABORATORIES, INC. Materials and Foundation Engineers = Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST' RESULTS Colorado Springs, Colorado CONCRETE v 'I �1J Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 [D 0 ® ® . NAME OF PROJECT Fort Collins Retail Center -Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. _ MIX NO. LOCATION OF PLACEMENT Foundations Wall Grid Lines 18.1 between B.5 and C EMPIRE JOB NO. 2285 1 REPORT NO 10 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 3-3/4 In. AIR _ 5'2 % UNIT WEIGHT 143.8 #/Ft' YIELD 27.19 Ftj/Yd. 74 70 5 oz/100# 1.81 oz/Sk TEMP. (CONCRETE) °F(AMBIENT) °FWRA AIR ENTRAINMENT TRUCK NO. 46 TIME 11 :32 CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/3/87 7/10/87 7 76,000 2690 6.0 28.3 12.0 Conical 7 2 7/3/87 7/10/87 7 73,100 2580 6.0 28.3 12.0 Conical 7 3 7/3/87 7/31/87 28 102,600 3630 6.0 28.3 12.0 Conical 28 4 7/3/87 7/31/87 28 104,500 3690 6.0 28.3 12.0 Conical 28 CAST BY Empire Labs Inc. BROKEN BY: 3da Ida dK 14da 8da _CR 45d CONCRETESUPPLIER Flatiron Y Y Y Y ay Sullivan Hayes (1), Saunders Construction (1), City of Ft. Collins Engineering Dept. (1), RBD,Inc.(1), Flatirnn (1 "1 ri+x, of Fnr+ rnllinc Riiilrlinn Tncnartnrc (1) DISTRIBUTION: EMPIRE LABORATORIES. INC. Materials and Foundation Engineers _..... Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE ► 'EST RESULTS Colorado Springs, Colorado J� Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 R 0 LJ Q Q . NAME OF PROJECT Fort Collins Retal Center -Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Footings(Grid C-18.5 to 19.0) EMPIRE JOB NO. 2285 REPORT NO 11 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. - Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 3-1/2 In. AIR _ 5.0 90 UNIT WEIGHT 145.4 #/Ft' YIELD 26.94 Ftj/Ydj TEMP. (CONCRETE) _ TRUCK NO. 44 76 85 °F (AMBIENT) °F WR TIME 12:44 PM CUBICYARDS 7-1/2 A 5 oz/100# AIR ENTRAINMENT CALCIUM CHLORIDE 1.81 oz/Sk ACCELERATOR 0 CYLINDER DATE DATE BREAK BREAK BREAK AVG. CROSS LENGTH rYPE OF Cure NO. MADE BROKEN DAYS POUNDS PSI DIA.IN SECTIONA} IN FRACTURE AREA IN Lab Day/Field 1 7/6/87 7/13/87 7 75,100 2650 6.0 28.3 12.0 Conical X 2 7/6/87 7/13/87 7 73,600 2600 6.0 28.3 12.0 Conical X 3 7/6/87 8/3/87 28 103,400 3650 6.0 28.3 12.0 Conical X 4 7/6/87 8/3/87 28 93,100 3290 6.0 28.3 12.0 Conical X CAST BY: Empire Labs Inc. BROKEN BY: 3day-7 day JK 14day _28day�_45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1), Saunders Construction (1), City of Fort Collins Engineering Dept. (1), RBD,.Inc. (1), Flatiron (1)_ City of Fort (nllinc Riiilriinn Tnenartnrc (1) CAST BY: Empire Labs Inc. BROKEN BY: 3day-7 day JK 14day _28day�_45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1), Saunders Construction (1), City of Fort Collins Engineering Dept. (1), RBD,.Inc. (1), Flatiron (1)_ City of Fort (nllinc Riiilriinn Tnenartnrc (1) `rSORArp EMPIRE LABORATORIES, INC. _ - - I� Materials and Foundation Engineers _- 4 2 Fort Collins, Colorado ++ .7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® ' Colorado Springs, Colorado <J 1�f �J i J JnLh Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C6((1��7-85b C39-86 NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction,Inc, ENGINEER OR ARCHITECT RBD. Inc. MIX NO. LOCATION OF PLACEMENT Foundation wall, Grid lines L.5; 22 through 27 EMPIRE JOB NO. 2285 REPORT NO. 23 FINE 1466 Lbs. MEDIUM 1 740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 3 1/2 In. AIR _ 5•5 9b UNIT WEIGHT 142.2 O/Ft' YIELD 27.52 Ftj/Ydj TEMP. (CONCRETE) TRUCK NO. 31 °F(AMBIENT) 95 °FWRA 5 oZ/100# AIR ENTRAINMENT 2.0 oZ/sack TIME 12:42 CUBICYARDS 7 1/2 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lob Day/Field -23-87 7-30-87 7 71,400 2520 6.0 28.3 12.0 conical 7 2 7-23 7-30 7 72,100 2550 6.0 28.3 12.0 conical 7 3 7-23 8-20 28 4 7-23 8-20 28 CAST BY: Empire Laboratories BROKEN BY:3day 7dayRD 14day28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes—(1); Saunders Const. (1)TCity of Ft. Collins (1); RBD, Inc. (1); Flatiron (1); Citv of Ft. Collins. Ofc of Blda. InsD. 1) `►e0 10�, EMPIRE LABORATORIES, INC. Materials and Foundation Engineers ? Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS � Colorado Springs, Colorado -- Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 o 1-x 1 o a FLI NAME OF PROJECT Retail Center Pavilion CONTRACTOR ENGINEER OR ARCHITEC Saunders Construction RBD, Inc. MIX No. 328N LOCATION OF PLACEMENT West side middle bay floor slab Building E EMPIRE JOB NO. 2285 REPORT NO 47 FINE 1517 Lbs. MEDIUM 1 700 Lbs. COARSE AGG. _Lbs. CEMENT 423 Lbs.. FLY ASH 47 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/2 In. AIR _ 1.5 90 UNIT VlEIGHT 145.56 #/Ft' YIELD 26.82 Ftj/Ydj TEMP. (CONCRETE) 65 °F(AMBIENT) 50 0FWRA 4 oz/100# AIR ENTRAINMENT 0 TRUCK NO. 22 TIME 7:30 CUBIC YARDS CALCIUM CHLORIDE ACCELERATOR CYLINDER N0. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN IYPE OF FRACTURE Cure Lab Day/Field 1 8/31/87 9/7/87 7 70,000 2470 6.0 28.3 12.0 conical x 2 8/31/87 9/7/87 7 66,400 2350 6.0 28.3 12.0 conical x 3 8/31/87 9/28/87 28 4 8/31/87 9/28/87 28 CAST BY: Empire Laboratories BROKEN BY: 3day 7day ER44day__28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: SuIl'ivan Hayes (1); Saunders Const. (1); City of Fort Collins (1); RBD (1); Bldg. Insp. (1); Flatiron (1) EMPIRE LABORATORIES. INC. Materials and Foundation Engineers _...- Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETET ST RESULTS Colorado Springs, Colorado TEST Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAILING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® R D 0 R NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Foundation Walls, Stations 26-30+00 EMPIRE JOB NO. 2285 REPORT NO 24 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 4 In. AIR -5.4 % UNIT WEIGHT 141.2 #/Ft' YIELD 27.68 Ftj/Yd3 TEMP. (CONCRETE) 77 °F (AMBIENT) 76 °F WRA 5 oZ/100# AIR ENTRAINMENT 2 oZ/sack TRUCK NO. 29 -TIME- 8:23 CUBIC YARDS 7 1 /2 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7-24-87 7-31-87 7 80,900 2860 6.0 28.3 12.0 conical X 2 7-24 7-31 7 78,900 2790 6.0 28.3 12.0 conical X 3 7-24 8-21 28 4_ 7-24 8-21 28 CAST BY: Empire Laboratories BROKEN BY:3day 7day CB 14day8day 45day CONCRETE SUPPLIER Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins, Eng. Dept. (1); RBD, Inc. (1); Flatiron (1) City of Ft. Collins, o c. of Bldg Insp. I" EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado �.J , Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ® ❑ . NAME OF PROJECT Fort Collins Retail Center ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 330 LOCATION OF PLACEMENT E. foundation Wall, Bldg D EMPIRE JOB NO. 2285 REPORT NO 25 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 4 1/4 In. AIR 5.4 TEMP. (CONCRETE) S. ° F (AMBIENT) is UNIT WEIGHT 143.12 —4/Ft" YIELD 27.39 Ft'/Yd' °FWRA 5 oz/100# AIR ENTRAINMENT 2.0 oz/sack TRUCK NO. 25 TIME 1 -4S CUBICYARDS 7 1/2 CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG, DIA.-IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7-27-87 8-3-87 7 75,000 2650 6.0 28.3 12-0 conical 2 7-27 8-3 7 73,000 2580 6.0 28.3 12.0 conical 3 7-27 8-24 28 4 7-27 8-24 28 CAST BY: Empire Laboratories BROKEN BY: 3day 7day CB 14day 8day 45day_ DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins, — CONCRETE SUPPLIER: Flatiron Eng. Dept. (1); RBD, Inc. (1); Flatiron (1); City of Ft. Collins, Ofc. of Bldg Insp. (1) EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST ' RESULTS Colorado Springs, Colorado 1V Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 0 n ❑ 0 ❑X NAME OF PROJECT Fort Collins Retail Center Pavill ion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Building "A" footings (interior pad Grid C-13) EMPIRE JOB NO. 2285 1 REPORT NO 5 FINE 1466 Lbs. MEDIUM 1 740 Lbs. COARSE AGG. 0 _Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 28 Gals. REQUIRED STRENGTH 3000 SLUMP 3-1/2 In. AIR _ 5.1 9g UNIT WEIGHT 144.0 #/Ft' YIELD 27.38 Ft'/Yd' TEMP. (CONCRETE) . TRUCK NO. 24 72 OF(AMBIENT) 61 OF RA TIME 10:30 CUBIC YARDS 7.5 AIR ENTRAINMENT 1.70 oZ/sack CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA)- AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 6/29/87 7/6/87 7 76,300 2700 6.0 28.3 12.0 Conical X 2 6/29/87 7/6/87 7 75,200 2660 6.0 28.3 12.0 Conical X 3 6/29/87 7/27/87 28 104,100 3680 6.0 28.3 12.0 Conical X 4 6/29/87 7/27/87 28 106,300 3760 6.0 28.3 12.0 Conical X CAST BY: Empire Laboratories BROKEN BY: 3day 7day CB 14day8day CB 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Fort Collins (1); RBD, Inc. (1); Building Inspection (1) R ati ron if ��i F" `re rC EMPIRE. LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado ' 11 Greeley, Colorado Longmont, Colorado CONCRETE 'BEST RESULTS ' Colorado Springs, Colorado CONCRETE l.� �•� �J TEST RESULTS ►J Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 D 0 D R ©. NAME OF PROJECT Fort Collins Retail Center PavilIion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Building Pad "A" 776S (Grid B-16) EMPIRE JOB NO. 2285 REPORT NO 6 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. - Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 28 Gals. REQUIRED STRENGTH 3000 SLUMP 3-3/4 In. AIR _ 5•4 % UNIT WEIGHT 144.7 "/Ft' YIELD 27.18 Ft'/Yd' TEMP. (CONCRETE) 72 °F(AMBIENT) 62 °FWRA AIR ENTRAINMENT 1.70 oZ/sack TRUCK NO. 28 TIME 11 ' 58 a.m. CUBICYARDS 7.5 CALCIUM CHLORIDE ACCELERATOR -- CYLINDER NO, DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.-IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRAC:TUF1F Cure Lab Day/Field 1 6/29/87 7/6/87 7 71,300 2520 6.0 28.3 12.0 Conical X 2 6/29/87 7/6/87 7 75,700 2670 6.0 28.3 12.0 Conical X 3 6/29/87 7/27/87 28 104,100 3680 6.0 28.3 12.0 Conical X 4 6/29/87 7/27/87 28 103,200 3650 6.0 28.3 12.0 Conical X CAST BY: Empire Laboratori eS BROKEN BY: 3day 7dayCB 14day_28day CB 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1) City of Fort Collins (1); RBD, Inc. (1); Bldg. Inspection (1), Flatiron *SORA,, W A� EMPIRE LABORATORIES, INC. Materials and Foundation Engineers ? Fort Collins, Colorado ++ 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS A r Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 NAME OF PROJECT Fort Collins Retail Center ❑ a CONTRACTOR Saunders Construction Co. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Foundation Wall - SW corner of pavilion EMPIRE JOB NO. 2285 REPORT NO 20 FINE A466 Lbs. MEDIUM 1 740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 24 Gals. REQUIRED STRENGTH 3000 SLUMP 3-3/4 In. AIR _ 5.6 99 UNITWEIGHT 140.72 #/Ft' YIELD 27.74 Ft'/Ydj TEMP. (CONCRETE) 77 °F(AMBIENT) 86 °FWRA 0.95 OZ/100# AIR ENTRAINMENT 2.0 OZ/sack TRUCK NO. 22 TIME 1 :20 CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA} AREA IN. LEN(;TH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/20/87 7/27/87 7 78,200 2760 6.0 28.3 12.0 Conical X 2 7/20/87 7/27/87 7 76,800 2710 6.0 28.3 12.0 Conical X 3 7/20/87 3/17/87 28 4 7/20/87 8/17/87 28 CASTBY: Empire Laboratories BROKEN BY:3day 7dayCB 14day8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1), Saunders_Const. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Insp. (1) EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado CONCRETE RESULTS Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ® D ® D NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT City of Fort Collins Engineering Department MIX NO. 207 LOCATION OF PLACEMENT EMPIRE JOB NO. Curb & Gutter (on -site 2285 REPORT NO 21 FINE 1466 Lbs. MEDIUM 1 740 Lbs. COARSE AGG. Lbs. CEMENT 370 124 . Lbs..FLY ASH Lbs. WATER 25 Gals. REQUIRED STRENGTH 3500 SLUMP 2-1/2 In. AIR _ 4.8 90 UNIT VlEIGHT 144.17 #/Ft° YIELD 27.13 Ft'/Yd' TEMP. (CONCRETE) TRUCK NO. 29 °F (AMBIENT) 85 TIME 9.15 CUBICYARDS °F WRA 5 oz/100# AIR ENTRAINMENT 2.09 oz/sack CALCIUM CHLORIDE ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA� AREA IN. LENGTH IN IYPE OF FRACTURE Cure Lab Day/Field 1 7/21/87 7/28/87 7 91,800 3240 6.0 28.3 12.0 Conical X 2 7/21/87 7/28/87 7 1 88,100 3110 6.0 28.3 12.0 Conical X 3 7/21/87 8/18/87 28 4 7/21/87 8/18/87 28 CASTBY: Empire Laboratories BROKEN BY:3day 7dayCB 14day8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Construction (1); City of Ft. Collins (1); RBD (1); Flatiron (1); City of Fort Collins Building Inspection (1) EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE, TEST RESULTS ESY TT TS Colorado Springs, Colorado tJ 1 � lJ N'I rr''�i 0'J �J j.� Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ❑ ❑ ❑ ®. NAME OF PROJECT Fort Collins Retail Center CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Pad Footings for Columns EMPIRE JOB NO. 2285 REPORT NO 22 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 3 In. AIR _ 5•4 % UNIT WEIGHT 142.27 #/Ft' YIELD 27.47 Ft3/Ydj TEMP. (CONCRETE) S TRUCK NO. 46 TIME 'F(AMBIENT) 91 °FWRA 5 oZ/100# 1:40 CUBICYARDS 4•0 AIR ENTRAINMENT 2 oZ/sack CALCIUM CHLORIDE - — ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG_ DIA.IN CROSS SECTIONAP AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day%Field 1 7/22/87 7/29/87 7 82,900 2930 6.0 28.3 12.0 Conical X 2 7/22/87 7/29/87 7 81,100 2870 6.0 28.3 12.0 Conical X 3 7/22/87 8/19/87 28 4 7/22/87 8/19/87 28 CAST BY: Empire Laboratories BROKEN BY: 3day 7day RED14day 8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Cons. (1); City of Ft. Collins (1); RBD (1); Flatiron (1); Bldg. Inspection (1) 'eoaAro A EMPIRE LABORATORIES, INC. W � �a Materials and Foundation Engineers 2 Fort Collins, Colorado +' 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS TLTS Colorado Springs, Colorado CONCRETE Jl Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 X X X X NAME OF PROJECT Fort Collins RetapCenter / Pavilion CONTRACTOR ENGINEER OR ARCHITEC LOCATION OF PLACEMENT EMPIRE JOB NO. FINE 1466 Lbs. MEDIUM REQUIRED STRENGTH _ TEMP. (CONCRETE) TRUCK NO. 44 3000 74 TIME Saunders Construction, Inc. RBD, Inc. Footing -(Grid line C-18.1) MIX NO. 2285 17 REPORT NO 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 28 Gals. SLUMP 3-1/2 In. AIR _ 5.2 % UNIT WEIGHT 142.8 4/Ft' YIELD 27.54 Ft3!Yd3 °F (AMBIENT) 79 °F WRA 5 oz/100# 1 .70 oz/Sk 12:38 PM CUBICYARDS 7-1/2 AIR ENTRAINMENT CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONAA� AREA IN LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/1/87 7/8/87 7 76,000 2690 6.0 28.3 12.0 Conical X 2 7/1/87 7/8/87 7 77,900 2750 6.0 28.3 12.0 Conical X 3 7/1/87 7/29/87 28 99,900 3530 6.0 28.3 12.0 Conical X 4 7/1/87 7/29/87 28 102,100 3610 6.0 28.3 12.0 Conical X CAST BY: Empire Labs Inc. BROKEN BY: 3day 7day CB14day 28day-RM45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1), Saunders Construction, Inc. (1), City of Fort Collins .ngineering Dept. (1), RBD, Inc.0 City of Ft. Collins Bldg Insp (1), Flatiron (1) �rSOR,t0 A EMPIRE LABORATORIES, INC. W � Materials and' Foundation Engineers 2 Fort Collins, Colorado +' 11 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ES TT TS ® + ' Colorado Springs, Colorado 1 a oo �i cc �i�J1J Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING.& CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 0 0 0 0 0 NAME OF PROJECT Fort Collins Retail Center -Pavilion CONTRACTOR ENGINEER OR ARCHITEC LOCATION OF PLACEMENT EMPIRE JOB NO. FINE 1466 Lbs. MEDIUM REQUIRED STRENGTH TEMP. (CONCRETE) TRUCK NO. 24 ,Qnnn 75 Saunders Construction, Inc. RBD, Inc. MIX NO. Foundation wall (Grid 16-B) 2285 REPORT NO 8 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 28 Gals. SLUMP 3 In. AIR - 5.4 Y. UNIT WEIGHT 143.3 #/Ft' YIELD 27.45 Ft3/Ydj °F(AMBIENT) 81 °FWRA 5 OZ/1007'r AIR EN 1 .70 oZ/Sk TIME 3:00 CUBICYARDS 7-1/2 TRAINMENT CALCIUM CHLORIDE ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/1/87 7/8/87 7 70,800 2500 6.0 28.3 12.0 Conical X 2 7/1/87 7/8/87 7 69,600 2460 6.0 28.3 12.0 Conical X 3 7/1/87 7/29/87 28 97,800 3460 6.0 28.3 12.0 Conical X 4 7/1/87 7/29/87 28 97,200 3430 6.0 28.3 12.0 Conical X CAST BY: Empire Labs Inc. BROKEN BY: 3day-7 day CB 14day8day-RM45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1), Saunders Construction, Inc. (1), City of Fort Collins Engineering Dept. (1), RBD, Inc. 0 Flatiron (1), City of Ft. Collins Bldg Insp (1) EMPIRE LABORATORIES, INC. 1 Materials and Foundation Engineers /I Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado GROUT Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b _ C39-86 © ® ❑ ® ® . NAME OF PROJECT Fort Collins Retail Center CONTRACTOR _ Saunders Construction Co. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Grout - east Wall of pavilion EMPIRE JOB NO, FINE Lbs. MEDIUM _ REQUIRED STRENGTH 3000 TEMP. (CONCRETE) TRUCK NO 2285 REPORT NO 18 COARSE AGG. Lbs. CEMENT Lbs.. FLY ASH Lbs. WATER Gals. SLUMP In. AIR _ Y. UNIT WEIGHT */Ft' YIELD ° F (AMBIENT) TIME 7:30 CUBICYARDS 7 °FWRA AIR ENTRAINMENT CALCIUM CHLORIDE ACCELERATOR Ftj/Yd3 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA) AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/16/87 7/23/87 7 30,700 2180 14.06 Conical 7 2 7/16/87 8/13/87 28 3 7/16/87 8/13/87 28 CAST BY: Empire Laboratories BROKEN BY: 3day 7dayCB 14day_28day 45day CONCRETE SUPPLIER: A -Plus Ready Mix DISTRIBUTION: Sul 1 i van Hayes 1 • Saunders Construction (1) ; City of Ft. Col l ins Engineering (1) ; RBD (1 Flatiron i~1 City Of t. Collins Bldg. Inspection (1) �eoK�l0 / ' 4 EMPIRE LABORATORIES, INC. W � Materials and Foundation Engineers 2 Fort Collins, Colorado r+ 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 . ® M D [� NAME OF PROJECT _ Retail Center Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITE RBD, Inc. MIX NO, 328N LOCATION OF PLACEMENT East side north bay floor slab Building E EMPIRE JOB NO. 2285 REPORT NO 48 FINE 1517 Lbs. MEDIUM 1700 Lbs. COARSE AGG. Lbs. CEMENT 423 Lbs.. FLY ASH 47 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3000 SLUMP 3 In. AIR _ 2.8 9'o UNIT WEIGHT 145.42 #/Ft' YIELD 27.13 Ftj/Ydj TEMP. (CONCRETE) TRUCK NO. 44 65 of (AMBIENT) —TIME 7:55 50 of WRA 4 oz/100# CUBICYARDS AIR ENTRAINMENT CALCIUM CHLORIDE - ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIUNA� AREA IN LEN(;TN IN TYPE OF FRACT0RE Cure Lab Day/Field 1 8/31/87 9/7/87 7 75,200 2660 6.0 28.3 12.0 conical x 2 8/31/87 9/7/87 7 74,100 2620 6.0 28.3 12.0 conical x 3 8/31/87 9/28/87 28 4 8/31/87 9/28/87 28 CAST BY: Empire Laboratories BROKEN BY: 3day-7 dayERW 14day_8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); Bldg. Insp. (1); Flatiron .r°OR,l0 4 EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 4 ? Fort Collins, Colorado ✓ 1 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ❑ ❑ a ❑ NAME OF PROJECT Fort Collins Retail Center & Pavilion CONTRACTOR Saunders_ Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Foundation Wall - Grid Line 2.5 - 13 through 18 EMPIRE JOB NO, 2285 REPORT NO 19 FINE 1466 Lbs. MEDIUM 1741 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 TEMP. (CONCRETE) 76 TRUCK NO. 28 TIME SLUMP 3-1/2 In. AIR _ 5.1 Y'o UNITWEIGHT 143.3 #/Ft' YIELD —OF(AMBIENT) 93 °FWRA 5 oz/100# AIR ENTRAINMENT 12:48 CUBICYARDS 7-1/2 CALCIUM CHLORIDE 9 27.30 Ft' /Yd' 1.81 oz/sack ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.-IN CROSS SECTIONA.)_ AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/16/87 7/23/87 7 84,500 2990 6.0 28.3 12.0 Conical X 2 7/16/87 7/23/87 7 84,900 3000 6.0 28.3 12.0 Conical X 3 7/16/87 8/13/87 28 4 7/16/87 8/13/87 28 CAST BY: Empire Laboratories BROKEN BY:3day 7day CB 14day28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const (1); City of Ft. Collins Eng. Dept. (1); RBD (1); Flatiron (1); City of Ft. Collins Buildinq Inspection 1 EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE ► EST RESULTS Colorado Springs, Colorado 1 � �J 1J 9.:� v 1 Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ® D NAME OF PROJECT Fort Collins Retail Center-- Pavillion CONTRACTOR _ Saunders onstr c ion Co Inc ENGINEER OR ARCHITECT _ RBD, Inc. MIX NO. City Mj'x LOCATION OF PLACEMENT. South entrance off Troutman ((L roadway @ Sta. 11+00) EMPIRE JOB NO. 228 REPORT NO. 4 FINE 1378 Lbs. MEDIUM 1 700 Lbs. COARSE AGG. 0 Lbs. CEMENT 479 Lbs.. FLY ASH 85 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3500 SLUMP 2 In. AIR _ 5.1 90 UNIT WEIGHT 142.5/Ft' YIELD 27.08 Ftj!Yd' TEMP. (CONCRETE) 72 °F(AMBIENT) 69 TRUCK NO. 22 TIME 7:10 amEUBICYARDS °F WRA 0 AIR ENTRAINMENT 1.63 oZ/sk 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.-IN CROSS SECTION AREA IN EENCTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 6/22/87 6/29/87 7 96,700 3420 6.0 28.3 12.0 Conical X 2 6/22/87 6/29/87 7 96,300 3400 6.0 28.3 12.0 Conical X 3 6/22/87 7/20/87 28 134,800 4760 6.0 28.3 12.0 Conical X 4 6/22/87 7/20/87 28 127,300 4500 6.0 28.3 12.0 Conical X CAST BY: Empire Labs, Inc. BROKEN BY: 3day 7day CB 14day 28day CB 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1) Saunders (11)TC i ti ty of Fort Collins (1) , RBD, (1) , Flat ron (1) . EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39=86 ❑ ❑ ❑ ❑ ❑ ' NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Interior footing pads (Grid B.5 - #14, #15, #16 & #17) EMPIRE JOB NO. 2285 REPORT NO 15 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP_ 4 In. AIR _ 5.8 % UNIT WEIGHT 142.2 #/Ft' YIELD 27.48 Ftj!Ydj TEMP. (CONCRETE) 76 °F(AMBIENT) 84 'FWRA 5 oZ/100# AIR ENTRAINMENT _1 .81 oZ/sack TRUCK NO. 31 TIME 12:45 pm CUBICYARDS 7-1/2 CALCIUM CHLORIDE G ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/10/87 7/17/87 7 74,800 2640 6.0 28.3 12.0 Conical X 2 .7/10/87 7/17/87 7 73,600 2600 6.0 28.3 12.0 Conical X 3 7/10/87 8/7/87 28 4 7/10/87 8/7/87 28 CASTBY: Empire Laboratories BROKEN BY:3day 7dayCB 14day_28day 45day CONCRETE SUPPLIER:_ Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Cons. (1); City of FC Eng. Dept. (1); RBD (1); Flatiron (1); City of FC Bldg Insp. (1) EMPIRE LABORATORIES, INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ® ® ❑ NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR _ Saunders Construction Company ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Foundation Wall EMPIRE JOB N0. 2285 REPORT NO 16 FINE 1466 Lbs. MEDIUM 1 740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs., FLY ASH 124 Lbs. WATER 25 Gals REQUIRED STRENGTH 3000 SLUMP 4 In. AIR _ 5.7 90 UNIT WEIGHT 141 .91 #/Ft' YIELD TEMP. (CONCRETE) 73 °F (AMBIENT) TRUCK NO. 46 TIME 1: 20 72 °FWRA 5 oz/100# AIR ENTRAINMENT CUBICYARDS 7-1/2 CALCIUM CHLORIDE U 27.54 Ftj/Yd3 1.81 oz/sack ACCELERATOR 0 CYLINDER No. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN LENGTH IN rYPE OF FRACTURE Cure Lab Day/Field 1 7/13/87 7/20/87 7 68,000 69,400 2400 2450 6.0 6.0 28.3 28.3 12.0 12.0 Conical Conical X X 2 7/13/87 7/20/87 7: 3 7/13/87 8/10/87 28 4 7/13/87 8/10/87 28 CAST BY: Empire Laboratories . BROKEN BY:3day 7dayCB 14day_28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1-); Saunders Const. (1); City of Ft. Collins Eng. Dept. (1); RBD, Inc. (1); Flatiron (1); City of Ft. Collins Bldg Inspection 1 'eoRAr or Q� EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado 1 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 NAME OF PROJECT Forpcol l i ns Retail Cent CONTRACTOR ENGINEER OR ARCHITEC LOCATION OF PLACEMENT EMPIRE JOB NO. Saunders Construction Company RBD, Inc. Footing/Foundation Wall NW of pavilion MIX NO. 207 REPORT NO 17 1" FINE 1466 Lbs. MEDIUM 1741 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 24 Gals. REQUIRED STRENGTH 3000 SLUMP 4-1/2 In. AIR _ 5.6 % UNIT WEIGHT 143.32 #/Ft' YIELD 27.26 Ft'/Yd' TEMP. (CONCRETE) 74 °F(AMBIENT) 81 °FWRA 5 oz/100# AIR ENTRAINMENT 1.8 oZ/Sack TRUCK NO. 24 TIME 2: 0O CUBIC YARDS 7-1 /2 CALCIUM CHLORIDE 0 ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/14/87 7/21/87 7 71,200 2520 6.0 28.3 12.0 Conical X 2 7/14/87 7/21/87 7 1 68,900 2430 6.0 28.3 12.0 Conical X 3 7/14/87 8/11/87 28 4 7/14/87 8/11/87 28 CAST BY: Empire Laboratories BROKEN BY:3day 7day CB 14day8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Construction (1); City of Ft`. Collins Engineering (1); RBD (1); Flatiron (1 City of Fort Collins Bldg Inspection 1 W EMPIRE LABORATORIES, INC. �a Materials and Foundation Engineers /� ``,, Jul.t 3 2 Fort Collins, Colorado J rrc V �© ✓ 11 --..,Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® ' Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 0 o a o 0 NAME OFPROJECT Fort Collins Retail Center Pavillion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Building "A" footings (interior pad Grid C-13) EMPIRE JOB NO. 2285 REPORT NO 5 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 28 Gals. REQUIRED STRENGTH 3000 SLUMP 3-1/2 In. AIR _ 5.1 Y'o UNIT WEIGHT 144.0 4/Ft' YIELD 27.38 Ftj!Yd' TEMP. (CONCRETE) . TRUCK NO. 24 72 OF (,AMBIENT) Al TIME 10:30 CUBICYARDS °F WRA 7.5 AIR ENTRAINMENT 1.70 oZ/sack CALCIUM CHLORIDE ACCELERATOR = CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA� AREA IN LENGTH IN TYPE OF FRACTURE. Cure Lab Day/Field 1 6/29/87 7/6/87 7 76,300 2700 6.0 28.3 12.0 Conical X 2 6/29/87 7/6/87 7 75,200 2660 6.0 28.3 12.0 Conical X 3 6/29./87 7/27/87 28 4 6/29/87 7/27/87 28 CAST BY: Empire Laboratories BROKEN BY:3day 7day CB 14day_28day 45day CONCRETE SUPPLIER: F1dtlYOn DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1); City of Fort Collins (1); RBD, Inc. (1); Building Inspection (1) �'evw1jD EMPIRE LABORATORIES, INC. far 'A Materials and Foundation Engineers a Fort Collins, Colorado 4 2 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ' Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ R ❑ ❑ ❑ NAME OF PROJECT Fort Collins Retail Center Pavillion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. LOCATION OF PLACEMENT Building Pad "A" 776S (Grid B-16) EMPIRE JOB NO. 2285 MIX NO. REPORT NO 6 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. - Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 28 Gals. REQUIRED STRENGTH 3000 SLUMP 3-3/4 In. AIR _ 5*4 Yu UNIT WEIGHT 144.7 #/Ft' YIELD TEMP. (CONCRETE) TRUCK NO 72 28 TIME °F (AMBIENT) 62 11:58 a.m. CUBICYARDS 7_5 °F WRA AIR ENTRAINMENT CALCIUM CHLORIDE - 27.18 Ft' /Yd' 1.70 oz/sack ACCELERATOR CYLINDER NO. DATE MADE '. DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA� AREA IN. LEP1(;TH IN TYPE OF FRACTURE Cure Lab Day/Field 1 6/29/87 7/6/87 7 71,300 2520 6.0 28.3 12.0 Conical X 2 6/29/87 7/6/87 7 75,700 2670 6.0 28.3 12.0 Conical X 3 6/29/87 7/27/87 28 4 6/29/87 7/27/87 28 CAST BY: Empire Laboratories BROKEN BY:3day 7dayCB 14day28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1); Saunders Const. (1) City of Fort Collins (1); RBD, Inc. (1); Bldg. Inspection (1), a iron `*e O R'1 l0 W � EMPIRE LABORATORIES, INC. '� Materials and Foundation Engineers 2 Fort Collins, Colorado ,7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS A Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 IA D 0 R NAME OF PROJECT Fort Collins RetailCenter / Pavilion CONTRACTOR ENGINEER OR ARCHITE Saunders Construction, Inc. RBD,.Inc,, MIX NO. LOCATION OF PLACEMENT Footing -(Grid line C-18.1) EMPIRE JOB NO. 2285 REPORT NO 7 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs. FLY ASH l 24 Lbs. WATER 28 Gals. REQUIRED STRENGTH 3000 SLUMP 3-1/2 In. AIR _ 5.2 90 UNIT WEIGHT 142.8 #/Ft' YIELD 27.54 Ft'!Yd' TEMP. (CONCRFTEI 74 OF (AMBIENT) 79 of WRA 5 oz/100# AIR ENTRAINMENT 1 .70 oz/Sk TRUCK NO 44 TIME 12:38 PM CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN, LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/1/87 7/8/87 7 76,000 2690 6.0 28.3 12.0 Conical X 2 7/1/87 7/8/87 7 77,900 2750 6.0 28.3 12.0 Conical X 3 7/1/87 7/29/87 28 4 7/1/87 7/29/87 28 CAST BY Empire Labs Inc. BROKEN BY: 3da 7d CB 1Ad 28d AC CONCRETE Flatiron DISTRIBUTION: y ay ay ay ay SUPPLIER. Sullivan Hayes (1), Saunders Construction, Inc. (1), City of Fort Collins 1:ngineering Dept. (1.), RBD, Inc.( City of Ft. Collins Bldg Insp (1), Flatiron (1). or v `'eOR,IO A� EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado + ') Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ R ❑ ❑ ❑ NAME OF PROJECT _ Fort Collins Retail Center -Pavilion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT EMPIRE JOB NO, FINE 1466 Lbs. MEDIUM 1740 REQUIRED STRENGTH TEMP. (CONCRETE) TRUCK NO. 24 3000 SLUMP 75 TIME Foundation wall (Grid 16-B) 2285 REPORT NO 8 COARSE AGG. O Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 28 Gals. 3 In. AIR . 5.4 Y. UNIT WEIGHT 143.3 #/Ft' YIELD 27.45 Ft'/Yd' °F (AMBIENT) Al °F WRA 5 O7/1 OO# AIR ENTRAINMENT 1 .70 OZ/SIC 3:00 CUBICYARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONtA� AREA IN LENGTH IN, TYPE OF FRACTURE Cure Lob Day/Field 1 7/1/87 7/8/87 7 70,800 2500 6.0 28.3 12.0 Conical X 2 7/l/87 7/8/87- 7 69,600 2460 6.0 28.3 12.0 Conical X 3 7/1/87 7/29/87 28 4 7/1/87 7/29/87 28 CAST BY: Empire Labs Inc. BROKEN BY: 3day 7day CB 14day8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1), Saunders Construction, Inc. (1), City of Fort Collins Engineering Dept. (1), RBD, Inc. Flatiron (1), City of Ft. Collins Bldg Insp (1) ORA ar d A P EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 0 R 0 0 NAME OF PROJECT Fort Collins Retap Center -Pavilion CONTRACTOR Saunders Construction, Inc.. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Footings/(20' south of grid line C-8) EMPIRE JOB NO. 2285 REPORT NO 9 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 28 Gals. REQUIRED STRENGTH 3000 SLUMP 3-1/2 In. AIR _ 5.5 9'9 UNIT WEIGHT 143.2 #/Ft' YIELD 27.47 Ft'/Yd' 74 76 C; 07/inns TEMP. (CONCRETE) _ TRUCK NO. 42 TIME —°F (AMBIENT) 10:48 AM ° F WRA CUBICYARDS 7.5 -- AIR ENTRAINMENT CALCIUM CHLORIDE 0 ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.-IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/2/87 7/9/87 7 61,700 2180 6.0 28.3 12.0 Conical X 2 7/2/87 7/9/87 7 62,800 2220 6.0 28.3 12.0 Conical X 3 7/2/87 7/30/87 28 4 7/2/87 /7/30/87 28 CAST BY Empire Labs Inc. BROKEN BY• 3d 7 CB a Flatiron DISTRIBUTION ay day 1 day28day a5day CONCRETE SUPPLIER: Sullivan Hayes (1), Saunders Construction, Inc. (1), City of Fort Collins Engineering Dept. (1), RBD, Flatiron (1), City of Fort Collins Building Inspectors (1). S O R A'O W EMPIRE LABORATORIES, INC. !" Materials and Foundation Engineers 4 2 Fort Collins, Colorado 1) Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS ® _ Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 R R Ix NAME OF PROJECT Fort Collins Retail Center - Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 328N LOCATION OF PLACEMENT Building E - slab on grade (25'N - 15'W of SE corner) EMPIRE JOB NO. 2285 REPORT NO 49 FINE 1517 Lbs. MEDIUM 1700 Lbs. COARSE AGG. Lbs. CEMENT 423 Lbs.. FLY ASH 47 Lbs. WATER 29 Gals. REQUIRED STRENGTH 3000 SLUMP 4 In. AIR 2.3 Y. UNIT VJEIGFiT 146.6/Ft' YIELD 26.80 Ftj'!Yd3 TEMP. (CONCRETE) TRUCK NO. 63 74 TIME _ OF (AMBIENT) 6:30 a.m. 55 OF WR CUBICYARDS 8 A 4 oz/100# AIR ENTRAINMENT CALCIUM CHLORIDE ACCELERATOR — CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA)- AREA IN. LENGTH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 9/l/87 9/8/87 7 74,100 2620 6.0 28.3 12.0 conical x 2 9/l/87 9/8/87 7 73,000 2580 6.0 28.3 12.0 conical x 3 9/l/87 9/29/87 28 4 9/l/87 9/29/87 28 CAST BY: Empire Laboratories BROKEN BY:3day 7day LE'14day28day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sul i_ivan Hayes (1); Saunders Const. (1); City of Ft. Collins (1); RBD (1); Bldg. Insp. (1); Flatiron (1) °0 R4 a a EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 NAME OF PROJECT ® Fort Collins Retail Center -Pavilion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. 207 LOCATION OF PLACEMENT Interior. Footing Pads (Grid C-14-15&16) EMPIRE JOB NO. 2285 REPORT NO 14 1466 1740 0 370 124 25 FINE Lbs. MEDIUM Lbs. COARSE AGG. Lbs. CEMENT Lbs.. FLY ASH Lbs. WATER Gals. REQUIRED STRENGTH 3000 SLUMP 3-3/4 In. AIR _ 5.5 Y. UNIT WEIGHT 144.0 O/Ft' YIELD 27.14 Ft'/Yd' 77 TEMP. (CONCRETE) °F(AMBIENT) 82 °FWRA 5 OZ/lOO# AIR ENTRAINMENT 1 .81 OZ/SIC TRUCK NO 63 TIME 12:40-PM CUBIC YARDS 7-1/2 CALCIUM CHLORIDE O ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN LENGTH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 7/9/87 7/16/87 7 79,800 2820 6.0 28.3 12.0 Conical X 2 7/9/87 7/16/87 7 74,700 2640 6.0 28.3 12.0 Conical X 3 7/9/87 8/6/87 28 4 7/9/87 8/6/87 28 CAST BY: DISTRIBUTION: Empire Labs, Inc. BROKEN BY: 3day 7dayC6 14day—�8day 45day CONCRETESUPPLIER: Flatiron* Sullivan Hayes (1), Saunders Construction, Inc. (1); City of Fort Collins Engineering Dept. (1), RBD, Inc. (1), Flatiron (1), City of Fort Collins Building Inspectors M . EMPIRE LABORATORIES, INC. Materials and Foundation Engineers 2 Fort Collins, Colorado .7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31 -85 Laboratory C192-81 C617-85b C39-86 ❑ ❑ ❑ILI NAME OF PROJECT Fort Collins Retail Center - Pavillion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. City mix LOCATION OF PLACEMENT Curb & gutter - Troutman Street (S.. _ side Sta. 12+25) EMPIRE JOB NO. 2285 REPORT NO 3 FINE 1378 Lbs. MEDIUM 1700 Lbs. COARSE AGG. 0 Lbs. CEMENT 479 Lbs.. FLY ASH 85 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3500 SLUMP, 2 In. AIR 3•2 90 UNIT WEIGHT 141 .7 #/Ft' YIELD 27.23 Ft3!Ydj TEMP. (CONCRETE) 75 °F(AMBIENT) 77 °FWRA 0 AIR ENTRAINMENT 1.63 OZ/sk TRUCK NO. 63 TIME 10:30 am. CUBICYARDS 6-1/4 CALCIUM CHLORIDE 0 ACCELERATOR CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA)_ AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lob Day/Field 1 6/17/87 6/24/87 7 117,300 4140 6.0 28.3 12.0 Conical X 2 6/17/87 6/24/87 7 113,300 4000 .6.0 28.3 12.0 Conical X 3 6/17/87 7/15/87 28 146,300 5170 6.0 28.3 12.0 Conical X 4 6/17/87 7/15/87 28 141,900 5010 6.0 28.3 12.0 Conical X CAST BY: Empire Labs, Inc. BROKEN BY: 3day-7 day CB 14day8dap 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1), Saunders Const. (1), City ctf Fort Collins (1), RBD, (1), Flatiron (1),_ City_of.Fort Collins Buildina TnsDPrtnrc f11 EMPIRE LABORATORIES. INC. Materials and Foundation Engineers Fort Collins, Colorado Greeley, Colorado Longmont, Colorado CONCRETE 'TEST' RESULTS Colorado Springs, Colorado <.J l� Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 R � ❑ � �. NAME OF PROJECT Fort Collins Retail Center -Pavilion CONTRACTOR _ Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Interior Footing Pads (Grid E-8 to E-12) EMPIRE JOB NO. 2285 REPORT NO 13 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP- 3-1/2 In. AIR . 5.2 Y. UNIT WEIGHT 141.9 #/Ft' YIELD 27'S4 Ft'!Yd' TEMP. (CONCRETE) 75 OF (AMBIENT) 78 °F WRA .5 OZ/100# AIR ENTRAINMENT 1.81 OZ/Sk TRUCK NO 24 TIME 12:45 PM CUBICYARDS 7-1/2 CALCIUM CHLORIDE D ACCELERATOR D CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTFA IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/8/87 7/15/87 7 78,400 2770 6.0 28.3 12.0 Conical X 2 7/8/87 7/15/87 7 77,500 2740 6.0 28.3 12.0 Conical X 3 7/8/87 8/5/87 28 4 7/8/87 8/5/87 28 CAST BY: Empire Labs, Inc. BROKEN BY:3day 7day CB 14day�8day 45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1), Saunders Construction, Inc. (1), City of Fort Collins Engineering Dept. (1), RBD,Inc. (1), Flatiron (1), City of Fort Collins Building Inspectors (1). .�SOR,f° EMPIRE LABORATORIES, INC. W � Materials and Foundation Engineers Fort Collins, Colorado ✓ 'l Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 Ei NAME OF PROJECT Fort Collins Retail Center -Pavilion CONTRACTOR ENGINEER OR ARCH►TE Saunders Construction RBD, Inc. LOCATION OF PLACEMENT Foundations Wall Grid Lines 18.1 between B.5 and C MIX NO. EMPIRE JOB NO. 2285 REPORT NO 10 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. 0 Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 3-3/4 In. AIR _ 5.2 99 UNIT WEIGHT 143.8 #/Ft' YIELD 27.19 Ft'/Yd' TEMP. (CONCRETE) TRUCK NO. 46 74 - F (AMBIENT) 70 —TIME 11:32 CUBICYARDS °F WRA 7-1/2 5 oz/100# AIR ENTRAINMENT CALCIUM CHLORIDE Q 1.81 oz/Sk ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA. IN CROSS SECTIONA� AREA IN, LENGTH IN. tYPE OF FRACTURE Cure Lab Day/Field 1 7/3/87 7/10/87 7 76,000 2690 6.0 28.3 12.0 Conical 7 2 7/3/87 7/10/87 7 73,100 2580 6.0 28.3 12.0 Conical 7 3 7/3/87 7/31/87 28 4 7/3/87 7/31/87 28 CAST BY: Empire Labs Inc. BROKE NBY: 3da 7d JK 1Ad 28d 4 CONCRETE SUP DISTRIBUTION y ay ay ay Sday PLIER. — Sullivan Hayes (1), Saunders Construction (1), City of Ft. Collins Engineering Dept Flatiron (1 ), City of Fort Collins Building Inspectors (1). Flatiron (1), RBD,Inc.(1), EMPIRE LABORATORIES, INC. Materials and Foundation Engineers RECEIVED JUL REC � 2 Fort Collins, Colorado 7 198T, 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 NAME OF PROJE®_ ® Fort Collins Reta`i'1J Center-Pavi 1 i on CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Foundation Wall -(Grid 13-C to B.5) EMPIRE JOB NO. 2285 REPORT NO 12 1466 1740 0 370 124 25 FINE Lbs. MEDIUM Lbs. COARSE AGG. Lbs. CEMENT Lbs.. FLY ASH Lbs. WATER Gals. 3000 4.0 5.4 142.9 27.41 REQUIRED STRENGTH SLUMP In. AIR _ % UNIT V`JEIGHT #/Ft' YIELD Ftj/Ydj 76 81 5 oz/100# 1.81 oz/Sk TEMP. (CONCRETE) _ °F (AMBIENT) °F RA AIR ENTRAINMENT ENTRAINMENT TRUCK NO. TIME 12:48 PM CUBIC YARDS 7-1/2 CALCIUM CHLORIDE 0 ACCELERATOR I CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN, rYPE OF FRACTURE Cure Lab Day/Field 1 7/7/87 7/14/87 7 71,700 2530 6.0 28.3 12.0 Conical 2 7/7/87 7/14/87 7 70,000 2470 6.0 28.3 12.0 Conical 3 7/7/87 8/4/87 28 4 7/7/87 8/4/87 28 Empire Labs Inc. CB Flatiron CAST BY: BROKEN BY: 3 day 7 day 14 day8 day 45 day CONCRETE SUPPLIER: DISTRIBUTION: Sullivan Hayes (1), Saunders Construction (1), City of Fort Collins Engineering Dept. (1), RBD, Inc, (1), Flatiron (1), City of Fort Collins Building Inspectors (1). FI ° it r g RECEIVED JULA EMPIRE LABORATORIES, INC. �87 Materials and Foundation Engineers 2 Fort Collins, Colorado 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 ❑ ® - - ❑ NAME OF PROJECT Fort Collins Retail Center -Pavilion CONTRACTOR Saunders Construction, Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Curb and Gutter -(South side Troutman-Sta. 13+15) EMPIRE JOB NO. 2285 REPORT NO 2 FINE 1378 Lbs. MEDIUM 1700 Lbs. COARSE AGG. 0 Lbs. CEMENT 479 Lbs.. FLY ASH 85 Lbs. WATER 26 Gals. REQUIRED STRENGTH 3500 SLUMP 2-3/4 In. AIR _ 5.2 % UNIT WEIGHT 142.5 #/Ft' YIELD 27.08 Ft3!Ydj TEMP. (CONCRETE) _ TRUCK NO. 22 76 ° F (AMBIENT) 76 TIME 10:20 AM CUBICYARDS °F WRA 6.0 AIR ENTRAINMENT CALCIUM CHLORIDE 0 0 1.63 oz/100# ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA.IN. LENGTH IN. TYPE OF FRACTURE Cure Lab Day/Field 1 6/16/87 6/23/87 7 98,200 3470 6.0 28.3 12.0 Conical X 2 6/.16/87 6/23/87 7 100,000 3530 6.0 28.3 12.0 Conical X 3 6/16/87 6/23/87 7 135,400 4780 6.0 28.3 12.0 Conical X 4 6/16/87 7/14/87 28 133,500 4720 6.0 - 28.3 12.0 Conical X CAST BY: Empire Labs, Inc. BROKEN BY: 3day 7day CB 14day28day CB45day CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1), Saunders Construction (1), City of Fort Collins Engineering Dept. (1), RBD, Inc. (1), Flatiron (1), City of Fort Collins Building Inspectors (1). 4 A /e0R,4t '*�, EMPIRE LABORATORIES, INC. Materials and Foundation Engineers RECEIVED JUL 1 6 1987 2 Fort Collins, Colorado + 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 a R ❑ ❑ 13 NAME OF PROJECTFort Collins Retail Center (Pavillion) CONTRACTOR Saunders Construction Co., Inc. ENGINEER OR ARCHITECT RBD, Inc. MIX NO. City mix LOCATION OF PLACEMENT Troutman Street curb & gutter (S. side Sta. 16+25) EMPIRE JOB NO. 2285 REPORT NO 1 FINE 1 378 Lbs. MEDIUM 1700 Lbs. COARSE AGG. 0 Lbs. CEMENT 479 Lbs.. FLY ASH 85 Lbs. WATER 26 Gals REQUIRED STRENGTH 3500 SLUMP 2-1/2 In. AIR _ 5•1 90 UNIT VJEIGFiT 143.1 #/Ft' YIELD 27.02 Ft'!Yd' TEMP. (CONCRETE) 76 °F (AMBIENT) 74 °F WRA 0 AIR ENTRAINMENT 1.63 oZ/sk TRUCK NO. 29 TIME 10:50 am. CUBICYARDS 7.5 CALCIUM CHLORIDE 0 ACCELERATOR --- CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.IN CROSS SECTIONA� AREA IN. LENGTH IN, TYPE OF FRACTURE Cure Lab Day/Field 1 6/15/87 6/22/87 7 74,400 2630 6.0 28.3 12.0 Conical X 2 6/15/87 6/22/87 7 71,800 2540 6.0 28.3 12.0 Conical X 3 6/15/87 7/13/87 28 106,500 3760 6.0 28.3 12.0 Conical X 4 6/15/87 7/13/87 28 106,700 3770 6.0 28.3 12.0 Conical X CAST BY: Empire Labs, Inc. BROKEN BY:3day 7day CB 14day8day 0K 45day CONCRETE SUPPLIER: Flatrion DISTRIBUTION: Sullivan Hayes (1), Saunders Const. (1), City of Fort Collins (1), RBD, (1), Flatiron (1), City of Fort Collins Building Inspectors (1). ro A EMPIRE LABORATORIES, INC. W � f 1E� JUL r 9 188� Materials and Foundation Engineers 4 2 Fort Collins, Colorado ✓ 7 Greeley, Colorado Longmont, Colorado CONCRETE TEST RESULTS Colorado Springs, Colorado Cheyenne, Wyoming Tests checked below have been performed by Empire Laboratories, Inc., in accordance with ASTM procedures SAMPLING MAKING & CURING TEST SPECIMENS CAPPING COMPRESSIVE STRENGTH C172-82 Field C31-85 Laboratory C192-81 C617-85b C39-86 0 0 4 0 0 NAME OF PROJECT Fort Collins Retai Center -Pavilion CONTRACTOR Saunders Construction ENGINEER OR ARCHITECT RBD, Inc. MIX NO. LOCATION OF PLACEMENT Footings(Grid C-13.5 to 19.0) EMPIRE JOB NO. 2285 REPORT NO 11 FINE 1466 Lbs. MEDIUM 1740 Lbs. COARSE AGG. Lbs. CEMENT 370 Lbs.. FLY ASH 124 Lbs. WATER 25 Gals. REQUIRED STRENGTH 3000 SLUMP 3-1/2 In. AIR _ 5'0 90 UNITVJEIGHT 145.4jFt' YIELD 26.94 Ft'/Yd' TEMP. (CONCRETE) 76 OF (AMBIENT) 85 °FWRA 5 oZ/100# AIR ENTRAINMENT 1.81 oZ/Sk TRUCK NO. 44 TIME 12:44 PM CUBIC YARDS 7-1/2 CALCIUM CHLORIDE ACCELERATOR 0 CYLINDER NO. DATE MADE DATE BROKEN BREAK DAYS BREAK POUNDS BREAK PSI AVG. DIA.-IN CROSS SECTIONA� AREA IN. LENGTH IN TYPE OF FRACTURE Cure Lab Day/Field 1 7/6/87 7/13/87 7 .75,100 2650 6.0 28.3 12.0 Conical X 2 7/6/87 7/13/87 7 73,600 2600 6.0 28.3 12.0 Conical X 3 7/6/87 8/3/87 28 4 7/6/87 8/3/87 28 CAST BY: Empire Labs Inc. BROKEN BY: 3day 7day JK 14day_28day 45day - CONCRETE SUPPLIER: Flatiron DISTRIBUTION: Sullivan Hayes (1), Saunders Construction (1), City of Fort Collins Engineering Dept. (1), RBD,.Inc. (1), Flatiron (1), City of Fort Collins Building Inspectors (_1). B-5 6u VC --Nu ev Dc-o ie 0 7tte 4- 1> I