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Home My WebLink About1330 Blue Spruce Dr - Special Inspections/Engineering - 01/06/2014c v a SO&ODIC January 6, 2014 Brinkman Construction 3003 East Harmony Road, Suite 300 Fort Collins, Colorado 80528 Q/ 3 10 3 6 Attn: Mr. Andy Burch (J / Re: Construction Materials Testing and Observation Services Report Kaufman & Robinson Addition 1330 Blue Spruce Fort Collins, Colorado J Soilogic Project #13-2032 i G C 1 A r -f- w2�� / Mr. Burch: o � foun�� oH During the period November 20, 2013 through December 13, 2013, Soilogic Inc. (Soilogic) provided construction materials testing and observation services for the referenced project. Our services were provided on a part-time basis and included structural steel observations;_ reinforcing- steel observations and the observation and testing of cast in place concrete delivered to the site for placement. During the referenced period, Soilogic subcontracted personnel completed structural steel erection observations for the referenced project. A copy of the observation report is attached. Based on the provided information, the structural steel erection observed for the referenced project appears to have been completed in substantial compliance with the project plans and specifications for those areas observed. During the referenced period, a Soilogic field engineer observed the reinforcing steel placed for the retaining wall for the site prior to concrete placement. At the time of our observations, the- reinforcing- steel- observed' appeared to have been placed in general accordance with the provided construction plans (TT) Structural Engineering, Inc., project # 13-039, 7/9/2013). During the referenced period, Soilogic personnel observed and tested cast -in -place concrete delivered to the site for construction of the site retaining wall. The testing completed in the field included slump, air content, unit weight, concrete temperature, and Soilogic, Inc. 3050 67t' Avenue, Suite 200 • Greeley, CO 80634 • (970) 535-6144 P.O. Box 1121 . Hayden, CO 81639 • (970) 276-2087 KAUFMAN & ROBINSON Fort Collins, Colorado Soilogic Project #13-2032 Summary of Cast -In -Place Concrete Test General Set # 6 Application Retaining Wait Placement Date 12/13/13 Supplier Aggregate Industries Location Retaining Wall Mix Code 6406150 Placement Type Chute Ticket # 60319244 Batch Time 12:35 PM Truck # 674 Sample Time 1:35 PM Water Added On Site None Sampled At (yards) 0 of 0 Field Personnel MJL Project Specifications and Test Results Test Specifications Results Slump (in) ASTM C-143 Air Content (%) ASTM C-231 Unit Weight (pcf) Field Concrete Temperature ASTM C-1064 Air Temperature @ Time of Placement 28-day Compressive Strength (min) 4" Max 61/4" 5%-7% 6.0* - 139.0 90' Max 51 OF - 45 OF 4000 See Below Compressive Strength Test Results (ASTM C-39/C-31) Specimen Age (days) Maximum Applied Load (lbs) Failure Type Compressive Strength (psi) Rounded Avg. (psi) 1.3a 4 - Cone - 1.3b 4 - - - 1.7a 7 37700 Cone 3000 1.7b 7 39180 Cone 3118 3060 1.14a 14 - - - 1.14b 14 - - - 1.28a 28 56620 Cone 4506 1.28b 28 49520 Cone 3941 4220 1.56a 56 - - - 1.56b 56 - - - Specimen Diameter = 4 in Specimen Cross -Sectional Area = 12.57 sq in *Contractor informed of high slump. So' LOGIC e v SORLOGIC November 13, 2013 Brinkman Construction 3003 East Harmony Road, Suite 300 Fort Collins, Colorado 80528 Attn: Mr. Andy Burch Re: Construction Materials Testing and Observation Services Report Kaufman & Robinson Addition 1330 Blue Spruce Fort Collins, Colorado Soilogic Project #13-2032 Mr. Burch: During the period October 26 through November 8, 2013, Soilogic Inc. (Soilogic) provided construction materials testing and observation services for the referenced project. Our services were provided on a part-time basis and included the observation and testing of cast in place- concrete delivered- to the- site for placement. Results of the observation and testing services completed during the referenced period are included with this report. Results of laboratory concrete compressive strength tests completed during the referenced period are also included and will be provided as they become available. During the referenced period, Soilogic personnel observed and tested cast -in -place concrete delivered to the site for construction of interior- floor slabs. The testing completed in the field included slump, air content, unit weight, concrete temperature, and ambient air temperature at the time of placement. Test cylinders were molded from representative samples of the plastic concrete for laboratory curing and compressive strength testing. Results of the field and laboratory tests performed during the referenced period are included with this report. Results of laboratory concrete compressive strength tests completed during the referenced period are also included and will be provided as they become available. Soilogic, Inc. 4350 State Highway 66 a Longmont, CO 80504 • (970) 535-61" P.O. Box 1121 • Hayden, CO 81639 • (970) 276-2087 Construction Materials Testing and Observation Services Kaufman & Robinson (1330 Blue Spruce) Fort Collins, Colorado Soilogic # 13-2032 2 We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the enclosed information or if we can be of further assistance to you in any way, please do not hesitate to contact us. Very Truly Yours, Soilogic, Inc. Jason Horner, E.I. Project Engineer Reviewed by: Wolf von Carlowitz, P.E. Principal Engineer No Text No Text No Text No Text No Text No Text Construction Materials Testing and Observation Services Kaufman&Robinson(I 330 Blue Spruce) Fort Collins,Colorado Soilogic# 13-2032 3 We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the included information or if we can provide any additional information that you may require, please do not hesitate to contact us. Very Truly Yours, Soilogic, Inc. Reviewed by: ��G� P : N• • O� v - ; �,•; . .,.,� ,v C ��. :�� coss'oN.. �N�� Jason Homer, E.I. Wolfvon Carlowitz, P.E. Project Engineer Principal Engineer Construction Materials Testing and Observation Services Kaufman&Robinson(1330 Blue Spruce) Fort Collins,Colorado Soilogic# 13-2032 2 ambient air temperature at the time of placement. Test cylinders were molded from representative samples of the plastic concrete for laboratory curing and compressive strength testing. Results of the field and laboratory tests performed during the referenced period are included with this report. Results of laboratory concrete compressive strength tests completed during the referenced period are also included and will be provided as they become available. We appreciate the opporiunity to be of service.to you on this project. If you have any questions conceming the enclosed information or if we can be of further assistance to you ' in any way, please do not hesitate to contact us. Very Truly Yours, Soilogic, Inc. Reviewed by: OREGjr :' . cc . . • o • . v .. � N� , �h� �• � �� • \� �`S+S:��N...•aC9 Jason Horner, E.I. Wolf von Carlowitz, P.E. Project Engineer Principal Engineer KAUFMANN 8� ROBINSON � Fort Collins, Colorado Project# 13-2032 October 2013 Field Moisture/Density Testing Summary � m a _ o Projec[ Date DaTy Depth Field Res�Ats � n m` m � Material Tested and Location m m P a Test Test Proctor Mdshae Dry � m a o (Pass/Fail) Number Number ID Density � U Mdshue Campactian 1 10/10 1 '1' �qcfip-Footirg-3'N by 30'E of SV11 Comer A 18.9% 1042 247. 9696 F� Pazs 2 10/10 2 Grade pVpfex�}ipyga�id'�'Fpp�uy'14'N by 2 E of SW Corrwr A 7g1% 105.8 1.6% �96 Pass Pass 3 10I10 3 -1' pV��m�ayga�l-Footing-7 N by 17 W of SE Camer A 18.9% 105.4 2.4% 98% Pass Pass 4 10/11 7 Grade p�,��yyyry'«ygack(a-Foatirg-40'S by 12 W oF NE Camer A 16.19G 104.6 -0.4% 97% Pass Pass 5 10/11 2 -1' pv¢rexcava}ionlByGdii I-Foo4irrc�-17 S by 2 W oF NE Camer A 17.25: 1025 0.7% 95% Pass Pass 6 10111 3 -1' pv¢rexpvatiaJBadfiO-Footiru�-G S by S E of NW Comer A 16.3% 101.9 -02% 94% Pass Paa ProctarlD: A B Ma�dmum Dry Dersi[y(pc� 108.0 0.0 OpUmum MoisMe Carterrt(%) 76.5% 0.0% " Moishae Conterp Req�ri2merLL -1 tn+3% SO�LOGIC Compac0an RequQertieM 9a98% � Procediae D-698 D-698 Kaufman 8� Robinson Fort Collins, CO 13-2032 Summary of Cast-In-Place Concrete Test General Set# 1 Application Column Pads Placement Date 10/18/13 Supplier Aggregate Industries Location Fa.zs Mix Code 6406150 Placement Type Pump Ticket# 60317757 Batch Time 138 PM Truck# 621 Sample Time 2:30 PM Water Added On Site 5 Gallons Sampled At(yards) 2 of 25 Field Personnel MJL Project Spec�cations and Test Results Test Specifications Results Slump(in) ASTM C-143 5"Max 51/2'"` Air Content(%) ASTM C-231 5%-7% 5.6 Unit Weight(pc� Field - 143.2 Concrete Temperature ASTM C-1064 90' Max 59"F Air Temperature @ Time of Placement - 35"F 28-day Compressive SVength (min) 4000 See Below Compressive Strength Test Results (ASTM C-39/C-31) Age Maximum Applied Compressive Strength Rounded Avg. Specimen (days) Load (Ibs) Failure Type (psi) (psi) 1.3a 3 - - - 1.3b 3 - - - 1.7a 7 48750 Cone 3879 1.7b 7 47500 Cone 3780 3830 1.14a 14 - - - 1.14b 14 - - - 1.28a 28 - - - 1.28b 28 - - - - 1.56a 56 - - - 1.56b 56 - - - Specimen Diameter=4 in Specimen Cross-Sectional Area= 12.57 sq in *Contractor informed of high slump. SOYLOGIC � a(aufman � Robinson Fort Collins, CO ')3-2032 Summary of Cast-In-Place Concrete Test General S@t# 2 ApPIICaUO►1 Column PadslFoundatiomWalls Placement Date 10/23l13 Suppiier Aggregate Industries LOC3tlOn NW Cmr Fnd Wall,30'E of N Wall AAIX COdB 6406150 Placement Type Pump Ticket# 60317832 Batch Time 6:48 AM Truck# 202 Sample Time 7:40 AM Water Added On Site 5 Gallons Sampled At(yards) 2 of 33 Field Personnel MJL Project Spec�cations and Test Resuits Test Specifications Results. Slump(in) ASTM C-143 5"Max 5" Air Content(%) ASTM C-231 5%-7% 5.3 Unit Weight(pc� Field - 142.1 Concrete Temperature ASTM G1064 90' Max 5fi°F Air Temperature @ Time of Placement - 48 "F 28-day Compressive Strength (min) 4000 See Below Compressive Strength Test Results (ASTM C-39/C-31) Age Maximum Applied Compressive Strength Rounded Avg. Specimen (days) Load (Ibs) Failure Type (psi) (psi) 1.3a 3 - - - 1.3b 3 - - - 1.7a 7 46860 Cone 3729 3790 1.7b 7 48330 Cone/Split 3846 1.14a 14 - - - 1.14b 14 - - - 1.28a 28 - - - 1.28b 28 - - - 1.56a 56 - - - 1.56b 56 - - - Specimen Diameter=4 in Specimen Cross-Sectional Area= 12.57 sq in 50�LOGIC a �ov�ta�n te ?965 South tihoshooe St. ' �� tPr, F:n�kwood.('dnrado lNII 10 � � INSPECTION REPORT ��;j�� * , �* ta:3oa-�bt-o�;s cOni a� Page 1 of 2 Customer Soitopic Inc. Customer PO# Job# Repori# 9 SpeciCode AWS D1.1 /RCSC Date November 20. 2013. Day of Week WednesdaV Hours of Shift 5:00 AM to 11:30 PM Total Hours Today 6.5 Mileage fo 72 Mileage From 72 Total Mileage �32 1 y Operator Nathan Campbell Assistant none Per Diem Yes No X Customer Representative Soilogic tnc. 4350 Hwy 66 Longmont Co. 970-535-6144 � Job site: Kaufman & Robinson Shop Addtion Subcontractor: Brinkman Construction 1)Traveled to 1330 8lue Spruce Drive. Fort Collins Co, as requested. 2) Conducted visual inspection on the structural components. 3) Reviewed all inspection with Andy of Bnnkman Const. 4) See attched Structural Steel Erection Report and for additional /specific information. ICC Special Inspector#8213444 ��lf�Uw't'C�b� AWS QC t Signature Nathan Cam bell CWI #07Q90131 q N AMPBELL VT-1 Rev.B 11-1-2010 CWI Ofi90737 CWI . �o�ntain�� e;soo�n sn�eo�st. Eagievcuod.Coloradu B(I110 w '�� STRUCTURAL STEEL ��j-�� * , ( � ERECTION INSPECTION REPORT Fai303761-065R �°�h ar Page 2 ot 2 Customer Soiloaic Inc Customer PO# JobiReport# Reaort# 1 SpeGCode AWS D1.1 /RCSC Date November 20. 2013. Day of Week Wednesdav Hours of Shift aa-1 AM to pq-1 AM Totai Hours Today pq-1 Mileage to aa-1 Mileage From pq-1 Total Mileage pq-1 Operator Nathan Campbell Assistant none Per Oiem Yes No X Customer Representative �tem Descriptian/Remarks Dis osition Accept Reject O.D. No. Y!N 1) Reviewed Welder Qualification Test Record (WQTR)for structural steel for � Pro Steel welder Arturo Marquez. X 2) Reviewed Welding Procedure Specification(WP5), PSI 001. x 3) Conducted visual inspection on the frnai:wetd:pass;on;ttiefolfowing:sVuctural components: a) Reworked column base plates, foundation level 2 locations. Areas rejected for undercut. 2ea 4) Conducted visual inspection-on-A325 High Strertgth-Bblted_connecUons: except at pipe chase, and mezzanine-foundation thru roof level framing. Numerous loose botts throughout, these areas were reworked and reinspected. Wiih the exception of the solid bar diagonal bracing, pipe chase, and meuaine, where work is incomplete at this time. x The above items have been checked against erection or engineering drawings and are acceptable except where noted. � All high strength fasteners were installed per applicable ASTM specification unless athervvise noted. A1I welding was performed by qual�ed welders using acceptable procedures and electrodes unfess otherwise noted. Welds inspecied by Visual and: Radiography Magnetic PaRicle Liquid Penetrant Uftrasonics Under"Remarks° indicate the increment of inspection ie. Fit-up, Root pass, Intermediate layer(s)or Final Examination. Mill test reports have been submitted. Yes No x Not Required 1?t Items marked as rejected are to be corrected, replaced, or reworked, unless otherwise dispositioned by the engineer. Repair must be approved by the Engineer Repair is when an item cannot be returned to engineering plan configuration. `Repair items must be documented on an Outstanding Discrepancy form (O.D.)and the O.D. column marked"yes". This report represents: Partial x ; Complete Inspectian of the fabrication for ihis project. ��IYn�t't_.(A� AWS {nspector Nathan Cam bell CWI #07090131 �� (C W I 1 Q C-1} 07o9u131 VT-2 Rev B 11-1-2010 CWI KAUFMAN & ROBINSON Fort Collins, Colorado Soilogic Project#13-2032 Summary of Cast-In-Place Concrete Test General Set# 1 Application Column Pads Placement Date 10/18l13 Supplier Aggregate Industries Location Faz5 Mix Code 6406150 Placement Type Pump Ticket# 60317757 Batch Time 1:38 PM Truck# 621 Sample Time 230 PM Water Added On Site 5 Gallons Sampled At(yards) 2 of 25 Field Personnel MJL Project Speciflcations and Test Results Test Specifications Results Slump(in) ASTM C-143 5"Max 51/2"* Air Content(%) ASTM C-231 5%-7% 5.6 Unit Weight(pc� Field - 143.2 Concrete Temperature ASTM C-1064 90' Max 59'F Air Temperature @ Time of Placement - 35°F 28-day Compressive Strength (min) 4000 See Below Compressive Strength Test Results (ASTM C-39/C-31) Age Maximum Applied Compressive Strength Rounded Avg. Specimen (days) Load(Ibs) Failure Type (psi) (psi) 1.3a 3 - - - 1.3b 3 - - - 1.7a 7 48750 Cone 3879 3830 1.7b 7 47500 Cone 3780 1.14a 14 - - - 1.14b 14 - - - 1.28a 28 69570 Cone 5536 �80 1.28b 28 68080 Cone 5418 1.56a 56 - - - 1.56b 56 - - - Specimen Diameter=4 in Specimen Cross-Sectional Area= 12.57 sq in *Contractor informed of high slump. SO�LOGIC KAUFMAN 8� ROBINSON Fort Collins, Colorado Soilogic Project#13-2032 Summary of Cast-In-Place Concrete Test General S6t# 2 APPIICetiO� Column Pads/Foundation Walls Placement Date 10/23/13 Supplier Aggregate Industries LOCatlOfl NW Cmr Fnd Wall,30'E of N Wall MIX COd2 6406150 Placement Type Pump Ticket# 60317832 Batch Time 6:48 AM Truck# 202 Sample Time 7:40 AM Water Added On Site 5 Gallons Sampled At(yards) 2 of 33 Field Personnel MJ� Project Specifications and Test Results Test Spec�cations Results Slump(in) ASTM G143 5"Max 5" Air Content(%) ASTM C-231 5%-7% 5.3 Unit Weight(pc� Field - 142.1 Concrete Temperature ASTM C-1064 90' Max 56`F Air Temperature @ Time of Placement - 48°F 28-day Compressive Strength (min) 4000 See Below Compressive Strength Test Results (ASTM C-39/C-31) Age Maximum Applied Compressive Strength Rounded Avg. Specimen (days) Load (Ibs) Failure Type (psi) (psi) 1.3a 3 - - - 1.3b 3 - - - 1.7a 7 46860 - Cone 3729 3790 1.7b 7 48330 Cone/Split 3846 1.14a 14 - - - 1.14b 14 - - - 1.28a 28 65450 Cone 5208 1.28b 28 65840 Cone 5239 5220 1.56a 56 - - - - 1.56b 56 - - - Specimen Diameter=4 in Specimen Cross-Sectional Area= 12.57 sq in g 50�LOGIC KAUFMAN 8� ROBINSON Fort Collins, Colorado Soilogic Project#13-2032 Summary of Cast-In-Place Concrete Test General Set# 3 Application IMerior Floor Slab Placement Date 11/7/13 Supplier Aggregate Industries Location �a'N by 8�w ot sE comer Mix Code 6401103 Placement Type Pump Ticket# 60318397 Batch Time 6:24 AM Truck# 640 Sample Time 7:10 AM Water Added On Site 15 Gallons Sampled At(yards) 2 of 110 Field Personnel MJL Project Specrtcations and Test Results Test Spec�cations Results Slump(in) ASTM C-143 4"Ma�c 3 1/2' Air Content(%) ASTM C-231 1%-3% 2.5 Unit Weight(pc� Field - 143.4 Concrete Temperature ASTM C-1064 90' Max 58'F Air Temperature @ Time of Placement - 30"F 28-day Compressive Strength (min) 4000 See Below Compressive Strength Test Results (ASTM C-39/C-31) Age Maximum Applied Compressive Strength Rounded Avg. Specimen (days) Load (Ibs) Failure Type (psi) (psi) 1.3a 4 54460 Cone 4334 1.3b 4 _ _ _ 4330 1.7a 7 61110 Cone 4863 4900 1.7b 7 61970 Cone 4931 1.14a 14 - - - 1.14b 14 - - - 1.28a 28 78120 Cone 6217 1.28b 28 75400 Cone 6000 6110 1.56a 56 - - - 1.S6b 56 - - - Specimen Diameter=4 in Specimen Cross-Sectional Area= 12.57 sq in SO�LOGIC � KAUFMAN 8� ROBINSON fort Collins, Colorado Soilogic Project#13-2032 Summary of Cast-In-Place Concrete Test General Set# 4 Application Interior Floor Slab Placement Date 11/7/13 Supplier Aggregate Industries Location ss'N by 30'E of SW Comer Mix Code 6401103 Placement Type Pump Ticket# 60318408 Batch Time 8:05 AM Truck# 430 Sample Time 8:45 AM Water Added On Site 6 Gallons Sampled At(yards) 65 of 110 Field Personnel MJL Project Spec�cations and Test Results Test Specifica6ons Results Slump(in) ASTM C-143 4"Max 61/2"* Air Content(%) ASTM C-231 1%-3% 1.6 Unit Weight(pc� Field - 144.2 Concrete Temperature ASTM G1064 90' Max 58"F Air Temperature @ Time of Placement - 30"F 28-day Compressive Strength (min) 4000 See Below Compressive Strength Test Results (ASTM C-39/C-31) Age Maximum Applied Compressive Strength Rounded Avg. Specimen (days) Load (Ibs) Failure Type (psi) (psi) 1.3a 4 54700 Cone 4353 4350 1.3b 4 - - - 1.7a 7 63400 Cone/Shear 5045 4990 1.7b 7 62120 Cone 4943 1.14a 14 - - - 1.14b 14 - - - 1.28a 28 71520 Cone 5691 1.28b 28 73700 Cone 5865 5780 1.56a 56 - - - 1.56b 56 - - - Specimen Diameter=4 in Specimen Cross-Sectional Area= 12.57 sq in *Contractor informed of high slump. 0 50�LOGIC �(AUFMAN 8� ROBINSON Fort Collins, Colorado Soilogic Project#13-2032 Summary of Cast-In-Place Concrete Test General ` S2t# 5 Application Retaing Wall Footing Placement Date 12/11/13 Supplier Aggregate Industries LOC2t10� 30'S by 10'E of NE Comer MIX COdO 6406150 Placement Type Chute Ticket# 60319155 Batch Time 1:21 PM Truck# 430 Sample Time 2:15 PM Water Added On Site None Sampled At(yards) 3 of 22 Field Personnel MJL Project Specifications and Test Results Test Specfications Results Slump(in) ASTM C-143 4'Max 6 3/4"' Air Content(%) ASTM C-231 5%-7% 7.5' Unit Weight(pc� Field - 139.6 Concrete Temperature ASTM C-1064 90' Max 58 "F Air Temperature @ Time of Placement - 30 °F 28-day Compressive Strength (min) 4000 See Below Compressive Strength Test Results (ASTM C-39/C-31) Age Maximum Applied Compressive Strength Rounded Avg. Specimen (days) Load (Ibs) Failure Type (psi) (psi) 1.3a 4 - Cone - 1.3b 4 - - - 1.7a 7 38320 Cone 3049 3110 1.7b 7 39900 Cone 3175 1.14a 14 - - - 1.14b 14 - - - 1.28a 28 55640 Cone 4d28 1.28b 28 58200 Cone 4631 4530 1.S6a 56 - - - 1.56b 56 - - - Specimen Diameter=4 in Specimen Cross-Sectional Area= 12.57 sq in *Contractor informed of high slump and high air content. SO�LOGIC