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Home My WebLink AboutSite Certifications - 11/21/2014DUNKIN' DONUTS I LOT 113 HARVARD SUBDIVISION FOtyof �i11S 2801 South College Avenue V4oZ432_ COMMERCIAL, MULTI -FAMILY AND SUBDIVISION �c cc b/y��14 CERTIFICATION CHECKLIST (Overall Site Drainage) Co °/v /zoi4�l Please fill in all applicable items in this Certification Form for Commercial, Multi -Family and Overall Single Family sites. A copy of the approved grading plan must be submitted with the as - built grading plan. (It is preferred to have the as -built elevations written in red next to the approved elevations) Use "OK" for items checked or actual numbers for items verified/surveyed in the field. Use "N/A" for items that are not applicable to the site that is being certified. Please provide an As -Built Redlined or Mylar drawing showing the following: A. Detention, Drainage Facilities, and Common Open Spaces 1. Pond Certification N/A • Provide Topographic Records and Volume Verification Calculations N/A . Provide Pond Cross -Sections and Spot Elevations (especially @ Pond Embankment and Pond Flow Line) N/A • Positive Fall to Pan (if applicable) N/A • General Pond Grading including all Side -Slopes N/A . Invert Elevation N/A • Forebay Construction and Elevation N/A • Spillway Weir (Location, Elevation, Height, Opening Width) N/A • Placement and.siie of riprap or alternative permanent erosion control measures N/A • Orifice Plate and/or Water Quality Outlet Structure Installation N/A • Water Quality Capture Volume (Volume Required, Volume Provided and Water Surface Elevation) N/A . Berm and Embankment Compaction Level OK • Subsurface Media for Water Quality Ponds and Swales NORTHERN ENGINEERING of Fort Collins 2. Swales r' F'. ra N/A • Location (are they within easement?) N/A • Dimension and Cross -Section Verification N/A. Longitudinal Slopes and Side -Slopes N/A. Spot Elevations N/A . Permanent Erosion Control Measures (drop structures, riprap, lining) N/A • Tie-in to Storm Lines, Pans, Curbs, or other appurtenances N/A • Required Minimum Freeboard, Provided Freeboard N/A. Landscaping Infringement on Flow Line? 3. Pines OK • Size and Type OK . Slopes (As -Built and comparison to 0.4% Minimum) N/A • Pipe Capacity Calculations (if slopes are significantly altered from design) OK . Invert Elevations OK • Installation and Backfill OK . Cover OK . Encasement and Clearance from other nearby utility lines OK • Joints Type and construction ■� I NORTHERN 2 DUNKIN' DONUTS I LOT 1B HARVARD SUB. ENGINEERING 2801 South College Avenue 4. Concrete Pan Channels NIA Size N/A• Slope N/A• Cross Section NIA Thickness NIA • Elevations 5. Inlets N/A. Size and Type NIA Size of Opening (or name of Standard Detail used) NIA • Grate Elevation N/A• Invert Elevation NIA Box Size 6. Street Cross -Pans N/A. Size N/A. Type N/A. Grade NIA Elevations N/A• Cross -Sectional Depth N/A• Tie-in to Curb and Gutter ■y I NORTHERN ENGINEERING Glty of 56'rt Collins 3 DUNKIN' DONUTS I LOT 1B HARVARD SUB. 2801 South College Avenue . of F,rt` Collins 7. Culverts N/A • Size N/A • Type N/A • Invert Elevations N/A • Headwalls or Wing Walls 8. Sub -Drains OK • Size OK • Type (Perforated/Solid) OK • Cover OK • Backfill OK • Geo-Textile Liners OK • Clean -Outs 9. Curb Cuts N/A • Size N/A • Tie-in to Swale, Pipe or other appurtenances 10. Common Open Spaces N/A • Overall grading contours of open spaces N/A • Spot elevations adjacent to private lots (property corners) NORTHERN 4 DUNKIN' DONUTS I LOT 1B HARVARD SUB. ENGINEERING 2801 South College Avenue City of - FOft CO��inS B. Grading certification 1. Certification of Grade Elevations: OK • Minimum Opening Elevations OK • Top of Foundation Elevations OK • Comparison to 100-year Water Service Elevations OK • Comparison to Freeboard Elevations and Base Floodplain Elevations — BFE 2. Verification of Site Grading: OK • Engineer to evaluate site grading compliance with the approved grading plan. OK . As -built elevations are to be redlined onto the approved grading plan sheet showing the as -built spot elevations next to the design spot elevations so compliance can be verified and documented. C. Certification of Erosion Control Measures: 1. Permanent BMP Measures: OK • Permanent Vegetation (no more than 6" bare spots and weeds under control) N/A • Riprap or alternative permanent erosion material N/A • Riprap Bedding N/A • Cut -Off Walls or Channel Drop Structures Cross -Sections N/A • Sediment Basins N/A • Water quality ponds/Sand Filter/Bio Retention Construction and liners N/A • Permanent Netting Mats or Blankets N/A • Mulching and Seeding .� NORTHERN ENGINEERING 5 DUNKIN' DONUTS I LOT 1B HARVARD SUB. 2801 South College Avenue Cfty of Fdrt Collins 2. Temporary BMP Measures: N/A • Mulching and Seeding N/A • Temporary BMP Measures as shown on Erosion Control Plan D. Post -Construction Site Cleanup: OK . Construction Debris Clean -Up (In particular debris affecting the drainage) OK • Smoothing of Ruts in all Construction Areas OK . Reseeding of all Areas Affected by Construction Activities (Usually enforced by the City's Erosion Control Inspector but the engineer Certifying the site needs to notify the contractor if areas are not seeded) E. Statement of Compliance: This certification is signed and stamped and by signing this form the Engineer(s) attests that they have inspected the site and to the best of their knowledge the as -built conditions of the drainage facilities are as described in the above form and in the As - Built plans enclosed. Failure to properly disclose all known information could result in the rejection of this certification and prevent the release of any and all Stormwater Utility permit holds on Building Permits and/or Certificates of Occupancy within this development. F. Signature and Stamp by a Colorado Registered Professional Engineer Nicholas W. Haws, PE, LEED AP Colorado PE Registration No. 39767 �= INORTHERN 6 DUNKIN' DONUTS ( LOT 1B HARVARD SUB. ENGINEERING 2801 South College Avenue LOT 3 HARVARD SUBDIVISION. SECOND FILING 1. ME SIZE. TYPE AND LOCATION OF ALL NNMN UNDERGROLND ."ES ME APPROXIMATE WEN SHOMN DN THESE MAMNGS, IT SHALL BE NNE RESPdI51B1Utt OF ME CONTRACTOR TO Yoh" ME oaSMNCE OF N UNDERGROUND UTWTES N THE ARIL OF THE NORM. BETIDE COMMENDING NEW CON TRUCTRMCONTRACTOR, ME CONTRACTOR Gl1 BE RESPONSIBLE FOR LM_ATHG ALL UNDERGROUND UTUTE6 AND S ALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTUTIES 3. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESEHTEO AND ME NOT TO SCALE. J. CONTACT THE FAO,ECT SA ETOR FOR MY INQUIRIES RELATED TO ME EASTAG SITE "YET. •. REFER TO ME RAT FOR LOT AREAS, TRACT $TIES EASEMENTS, LOT DMDURONS, UTILITY fA$CIENTs, OMpH EASEMENTS. AND OTHER SURVEY NFORMATM, 5. ALL SPOTS CEMCNATED AM '� REPRESENT ME ROOK E EVATM OF ME 91BMME SEE DETAILS FOR PAVER SECTOR, 6. CONTRACTOR SHALL PERFORM SOME METHOD O INAESTGATIM M DETERMINE THE LOCATION ANO 92E OF EAa5Mc SANITARY NASA $ENROL. AND HELD VERITYNG ME PONT-OF-COMECTOR OF PROPOSED SANITARY ILO CUSTNC, AND ALL NYERTS PRIOR TO MOOING MATERIALS. J MY DM -OM GIRB, GIMP AND SCEWAUI MISTING PRIOR TO CCNSTRUCTM. AS RELL AS STREETS, SDEWALRS GRABS AND OJTERS. DESTROYED. DAMAGED OR REMOVED WE TO CONSTRUCTION OF MM »GECT, MALL BE REPLACED OR RESTORED TO CITY OF FORT C MS STANDARDS AT ME DEVELOPER'S EXPENSE PRIM TO THE ACCFPTMCE OF COMPLETED IMPROVEMENTS AND/OR PRIM TO ME ISSUANCE OF ME FIRST 2RTIFTCATE OF MOLPMC, 6. REFER TO ME RAT FOR LOT AREAS TRACT SINS. EAYMEMTG LOT DMERSIONS UTILITY EASEMENTS. OMER EASEMENTS, MO OTHER SURVEY INFORMATION, R CONTRACTOR y1µL NOTIFY THE DESIGN ENGINEER AND ME GTY OF FORT Cg11NS STGIMWAT;R UTILITY A MINIMUM OF ONE REEN IN ADVANCE SO AS TO ALLOW FGI FIELD CBSMVAT N AND DOCUMENTATION OF ME FGIOMNG DETENTION SYST]I ITEMS N ME PERMEABLE PAYER PARANG LOT: - COMPACTOR OF AIBGRADE INSTA TM OF GEOMXTLC FABRIC - INSTALLATON O LINDERMAIN - PLACEMENT AND COMPACTION Of 9.18-BASE MATFIµ - INSTALUTM TF EDGE RESTRAINTS) PLAQMEMT AND COYPACMM OF BASE MATERIAL MAEtYCNT OF SETTING BED PLACEMENT OF UNIT PAYERS PLACEMENT AND SWEEPING OF UDNT nLLER 10. DETENTION STORAGE WISGRAIE AREAS ME TO BE FEUD SAVEMD BY A LICENSED PROFESSIONAL ME DESIGN ENGINEER MUST CONFIRM ME S19GRADE ELEYATMS AND DIMENSIONS, MO THE GEOTECHNI ENGINEER MUST CMFIM CWPACnM, PRIOR TO PLACEMENT OF MOT:MTLE FABRIC, y1R-BA%. OR MY OTHER MAMMAL 11, EDGE RESTRAINTS AND CABS SNALL BE PRONDED BY ME GENERAL CONTRACTOR OR ME EARTHWORM CONTRACTOR PRIOR TO PLACEMENT M GEOT%111E FABRIC AND SUB -BAY, 12 NSTALLATCN OF PERMEABLE NTERLWfING CONCRETE PAY4EM7 (I NIP) SYSTEM SHALL FOLLOW ME GUIDELINES OF ION MCN GREG NO. 16 AND FULL III SPECIFICATIONS. MORN SHALL BE PERFORMED BY A WAMF ED CONTRACTOR. QUALIFIED CMTACTOt SMALL MEAN M POP 'CERTIFIED PAVER MSTAU-M HOLDING A CURRENT PROP SPEGWST DE9MATQN. 13. GENERAL CONTRACTOR SAL CONVENE A PRE-CONSTRIcnCN MEETING TO ETNSAE THAT ALL SUBCMM6Ci0Rs HAYS AN UNDERSTANDING OF NEW ME RII SYSTEM IS INTENDED TO FUNCTION . CONTRACTOR SHOULD DISCUSS ME PROPOSED SEQUENCE OF CONSTRUCTION AND IDENTITY ACTVITIES THAT MAY REGIME PROTECTION I ME PERMEMI.E PAVEMENT SYSTEM, StGUNU FILING EE ME IS ME OWMACTM SHOULD PROYTDE SLAM IN MOMATIME FABRIC TO ENSURE PROPER INSTAL UOA AND AGGREGATE PLACEMENT MIMDIT DAMAGE. RmO SUFFICIENT SLACN SO THE FABRIC M NOT TDM WEN ROCK IS PLACES. IF TEARS ME SEEN OR DISCOVERED. REPAIR MEN AS RECOMMENDED BY MANUFACTURER MM NO LESS MAN III INCHES OF OKRIAP M ALL SIDES OF ME TEAR. 16. ME CONTRACTOR SHALL, AT ALL TIMES WRING AND AFTER SYSTEM INSTALLATION. PREVENT SEDIMENT, DEBRIS. AND DIRT FROM MY SOURCE FROM ENTERING ME PERMEABLE PAVEMENT SYSTEM. LOOP MATERIALS SHALL NOT BE STORED M ME FERMI PAVEMENT AREA MUD AND SEDIMENT -LADEN RUNOFF SHOULD BE KEPT ANAT TW TIE PAYEMDNT AREA TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CMTRCE MEASURES AS NECESSARY TO REDUCE ME AMOUNT OF "WENT RUN-M TO ME PAVEMENT SURFACE PROTECTOR GOLD NCLDDE GOWNING AREAS CE THE PAVEMENT. PRONOINC µTERNA11W CONSTRUCTOR YEHICIE ACCESS AND PRONDNG EDUCATION TO ALL PARTIES MORNING ONSTE 17. ME CONTRACTOR SHOULD CONSIDER PUGIIG THE WEARING COURSE AFTER FINE WRONG AND LMDSGPING IN ADJACENT AREAS IS COMPLETE. R ME WARING COURSE BECOMES CLOGGED DUE TO CMSTROCTDN ACIIM11M CLEAN ME SURFACE MM A VACUUM YACMNE TO REGIME ME INFILTRATION RAM AFAR CON6TRUrnM Is CEWYEM IB. BASE BID PAYERS SHALL BE AWA-BRIC (BONA) BY SMOOT PRODUCTS IN ME 'NORTH SHORE' THREE -COLOR BLEND. DEFAULT LAYING PATTERN SHALL BE 45" HERRINGBONE MM M UNCUT SALAD OR SOLDER CWR¢ ALONG ME ENTIRE PERIMETER. CONFIRM RAyN TYPE. COLOR. AND PAM" MM DINNER AND LANDSCAPE ARCHITECT PRIM ILO PURCHASING CONTRACTOR SHALL FROMM ALTERNATE PNCNG TO DELNEATE PMNNG STALL FORM IN ME FOOF UNIT PAYERS OF A CMMASBNG COLOR (EC.. 'PERTER). 19. CONTRACTOR SHALL PROMM A 2% TO JF OYERSIOCK OF UNCUT PAYER$ TO ME DINNER FM U% IN TUIURE REPAIRS AND REPLACEMENT. E0. ALL CUT PAVERS USED MUST BE AT LEAST AM OF THEIR FULL UNCUT SEE. 'D 0 10 A 301ee1 IN FEET ) I InaN - 10 M LEGEND PROPERTY BOND., EMITTING AA,DR CONTOUR CMSYNG WNW CONNUR LASTING STORM SERER -n EXISTING TELEPHONE EXISTING GAS EXISTING WATER EASTMC ELECTRIC EXISTING MINCE PROPOSED UNDOIMAM PROPOSED SPOT ELEVATOR FASTING SPOT ELEVADDM As-4pl0.T r.c SPOT ELEVAnaN i b EXISTING ELECTRIC BOM [� EASTMG LIGHT POE 0 EXISTING ELEC,RK META Q CXISONG GAS METER CASING GREASE HTEACEPTDR MANNOLE CRUSTING SFOM INLET CASTING FIRE NYDRA'I EXISTING WATER METER EASTIG CURB STOP CASTING GIM VALYE FASTING SIGN CASTING WES PROPOSED PAERS PROPOSED DANDY SAGA INLET PROTECTION FIELD SURVEY BY: NPnhwn En911wwHn9 serv'can. Inc HE w.*3 MP. 959-Ol Dols Mmd113201• 0!-CF, mc. w'IXAL"9 LEG9 EEC wARd Ne. DNe: Jun• J. ILO. , City of Fort Collins, lbX u•I•tl1rY PLAN 11 „ U Mu [LQe (t ZCD �Z L.L.I O t W OE> iE Z ZW R p9 a�t fS ib s`i'1z M� .6 C� Z J IL 0 z O Q U J Cn I— Z Og / cw COG ::), 06 QO cZ QC >— Oy I..L m O J C2.00 Oi 5 Sheets .V NORTHERN ENGINEERING Dunkin' Donuts I Replat Lot 1, Harvard Subdivision 1 2801 S. College Ave. Perforated drain basins / cleanouts / monitoring wells Perforated PVC underdrain pipe PICP Certification Photographs Page 1 of 4 w V w N d t Y 00 C d V l/, Q1r .{� Nk- r ' 1 y F _ �V NORTHERN ENGINEERING Dunkin' Donuts I Replat Lot 1, Harvard Subdivision 12801 S. College Ave. Finished FiltraPave PICP drive aisle I looking west Finished FiltraPave PICP drive aisle I looking east PICP Certification Photographs Page 4 of 4 f N o .Fm q •_ F� N .� jq Z A a a .b a� �. o ` g� N q N d m o- c c c r g g t P ° c =e ° ` i� ' CL c' c e cc o a g c N �a pa Composition and Manufacture Minimum compressive strength = 8,000 psi Maximum water absorption = S% Meets or exceeds ASTM C-936 and freeze -thaw testing per section 8 of ASTM C-67. Manufactured with type A aggregates Specify base material that meets State DOT specifications for Type A aggregate BORGER PRODUCTS, INC. EST. 1923l :TURER OF PREMIUM CONC1 AVING STONES & WALLS A Functional Stormwater Management System Style & Dimensions FiltraPave - 5" x 10" x 3 1/8" PATENT F Benefits of PICP • A stormwater management solution that functions as a 0 Does not frost, heave or crack pavement and does not take up costly extra space • No ice formation on the pavement in cold climates • Reduces harmful runoff 0 Easy to maintain the infiltration rate overtime • Naturally filters out pollutants (nitrates, phosphorous, oil, 0 Achieve a range of LEED credits grease, etc.) and cools the water as it infiltrates the system LID and BMP tool • Same durability and strength as the traditional Interlocking • ADA compliant concrete pavements (ICP) Cross-section of Permeable Pavement - Full Exfiltration Baea]3 paten 3V wo Thkk pe(meableloln3MMM MS]MAUAVp IA91e W Opefgraded BAdditV Ca,xsa 1%m Y M w• Thkk AS]Mea BAppp,MoAe Opertgraded Base BeserwkA• (Ilamm�Th�dt A3]M W 3] Sbro d1 hYr1 ASIM na 1 Sever v n Soma (mmru a ea Sy e]llr] vaderdrain nawr �saapu GeoTaAtOa Abd..+rb aeyu U..pe,W Sebyrade RneM Martin Marietta Materials A .A Basic Quality Statistical Summary Report Period 02/12/2013 - 02/12/2014 Plant 61102-Granite Canyon Product 0401-Washed Ballast Specification Washed Ballast Spec. Sieve/Test Tests Average St Dev Target Specification 2 1/2" (63mm) 8 100.0 0.00 100-100 2"(50mm) 8 93.2 2.53 90-100 1 112" (37.5mm) 8 62.6 3.71 50-80 1" (25mm) 8 23.3 4.36 10-35 3/4"(19mm) 8 8.1 2.52 0-10 1/2"(12.5mm) 8 1.6 0.63 0-5 #200 (75um) 55 0.35 0.238 0-0.5 Pan 8 0.00 0.000 Query Query Selections Date Created 02/122014 Date Range 02/122013 - 02/122014 Plant Granite Canyon aggQC 02/12/2014 Martin Marietta Materials, Inc. Page: 1 of 1 Martin Marietta Materials ^^ Basic Quality Statistical Summary Report Plant 61102-Granite Canyon Product 0670-67 s Specification AASHTO 67 Period 06/13/2013 - 06/13/2014 Sievelrest Tests Average St Dev Target Specification 1' (25mm) 103 100.0 0.12 100-100 3/4"(19mm) 103 97.6 3.48 90-100 1/2" (12.5mm) 103 57.3 8.78 3/8" (9.5mm) 103 30.0 7.54 20-55 #4 (4.75mm) 103 2.9 1.33 0-10 #8 (2.36mm) 103 1.7 0.78 0-5 #200 (75um) 92 0.57 0.616 0-0.5 0-1.5 Pan 100 0.00 0.000 Query Query Selections Date Created 06/13/2014 Date Range 06/13r2013 - 06/13/2014 Plant Granite Canyon StonemontQC O6/13/2014 Martin Marietta Materials, Inc. Page; 1 of 1 January 2, 2014 Albert Frei and Sons P.O. Box 700 Henderson, Colorado 80640 Attention: Mr. Rick Foster Subject: Physical Properties Testing (ASTM) No. 8 stone, Pit 6 Project No. CT15666.000-400 Dear Mr. Foster: .� MATERIALS ENGINEERS, INC. This report presents results of physical properties testing performed on material delivered to our laboratory in December, 2013. Representative samples delivered were identified as No. 8 stone from Pit 6. Testing was performed to determine the materials compliance with ASTM specifications. The following testing was performed in general conformance with the applicable standards. 1) Sieve Analysis (Gradation) 2) Material Finer Than No. 200 Sieve by Washing 3) Specific Gravity & Absorption 4) Clay Lumps & Friable Particles 5) Lightweight Particles 2.0 6) Lightweight Particles 2.4 7) Sodium Sulfate Soundness 8) Magnesium Sulfate Soundness 9) Moisture Content 10) Flat and Elongated Particles 11) Rodded Unit Weight & Voids 12) Loose Unit Weight & Voids 13) Los Angeles Abrasion 14 Fractured Faces A summary of the aggregate test results is attached, followed by the complete test results. Based on the test results, the material tested meets the ASTM specifications for coarse aggregate. If you have any questions regarding this report, please call. Respectfully submitted, C L I THOM�P,SON�MATERIALS ENGINEERS, INC. aniel L` ttrretC"�� Materials Lab Manager DLB:DBT/dlb Enclosures 1 copy emailed: rfoster(Malbertfreiandsons.com 66$?Itrer$gxiiA$iirzi%r.sFsxehs$c46674 Xiiit1sri*7471<6914; ; ;Vel*7471<=7159: < Xlmw0Atsw0ApAw*3r1J$s$3i$4gw$i;cdh$5rh$vleg$rs-Oi$AtwhygihM lgit mi" �ir$�ttwzel%PXP Xlsq twsrlKg2 Aggregate Qualification Summary - ASTM Specifications (ASTM C 33) Albert Frei and Sons, Inc. - Pit 6, No. 8 Project No. CT15666.000-400 Report Date: January 02, 2014 Sie A na sis; ASTM C 136 8 C 1�ti7 Sieve Size Passing (%) Specification (%) 314 inch 19 mm 100 - 1/2 inch 12.5 mm 100 100 3/8inch 9.5 mm 99 85-100 No. 4 4.75 mm 10 10-30 No. 8 2.36 mm 2 0-5 No. 200 (75 pm) 0.6 1% Max Test Results Specification. Specific Gravity ASTM C 127 2.74 Absorption ASTM C 127 1.7% - Clay Lumps and Friable Particles ASTM C 142 0.2% Weighted Particles 2.0% Max Lightweight Particles, 2.0 s .. ASTM C 123 < 0.01 % 0.5% Max Lightweight Particles, 2.4 s .. ASTM C 123 0.03% 3.0% Max Sodium Sulfate Soundness ASTM C 88 1% Weighted Loss 12% Max Magnesium Sulfate Soundness ASTM C 88 0% Weighted Loss 18% Max Rodded Unit Weight & Voids (ASTM C 29) Unit Weight 94 pcf - Percent Voids 44% - Tons per cubic yard 1.27 tons/cu. yd. - Loose Unit Weight & Voids (ASTM C 29) Unit Weight 86 pcf - Percent Voids 49% - Tons per cubic yard 1.16 tonstcu. yd. - Los Angeles Abrasion ASTM C 131 40% 50% Max Percentage of Fractured Particles (ASTM D 5821) 100% - Total Evaporable Moisture Content ASTM C 566 0.3% - Weighted Average Flat Particles 0.0% - Weighted Average Elongated Particles 0.0% - Total Weighted Average Flat and/or Elongated Particles 0.0% - MATERIALS ENGINEERS, INC. Damon B. Thomas, P.E. X1m$iw$fltsv$ApAw%xd$s$ii$mq w$iw ihRrh$rlen*s�%i$dtlrhygiha 1git4w$11A misy4 vmir%ttwze1$3J$GXP Xlsq twsraWg2 ATTACHMENT A LABORATORY TEST RESULTS PHYSICAL PROPERTIES OF AGGREGATES Company Name: Albert Frei and Sons, Inc. Material Source: Pit 6 Material Type: No. 8 Project No. CT15666.000-400 Report Date: January 2, 2014 Sieve Analysis of Coarse Aggregate ASTM C 136 Sieve'Size �� x ' Percent' ik" Passing No_. 8; (' Percent Passing, Q8TMYC 33 3/4 inch 19 mm 100 - 1/2 inch 12.5 mm 100 100 3/8 inch 9.5 mm 99 85-100 No. 4 4.75 mm 10 10-30 No. 8 2.36 mm 2 0-5 No. 200 75 m 0.6 1 1 % Max Material Finer Than No. 200 Sieve by Washing (ASTM C 1171 Initial Dry, Final Dry„ Material•Finer Than _�..c� nt Wei ht, No. 200;$ieve % 2501.7 1 2485.8 1 0.6 11 Specific Gravity and Absorption of Coarse Aggregate (ASTM C 127) Oven Dry SSD in Submerged' Bulk Bulk (SSD) Absorption Weight (g) Air Weight (g) Volume Specific (' 0) Wei ht Grav_it 11 2189.6 2226.1 1 1414.8 1 811.3 1 2.74 1.7 Clay Lumps and Friable Particles in Aggregate (ASTM C 142) PercentWeight Weight Percent 4 yye gh to iI�Y '� Sieve Size V Grading of Before After Loss Percent P.assin Retained Sam le Loss 3/4 inch 3/8 inch 1 0.2 0.0 3/8 inch No. 4 89 1 1000.3 1 998.5 0.2 t 0.2 I Less Than No. 4 10 - - - - Total Percent Grading 100 Total Weighted Loss 0.2% Fig. A-1 Xlrw%wa$dtsw$ap�xiw$3zF}$s$di$odq w$d,,nih$--rh$vleg*sW i$&twhygiha lgit4w!;�q ( trLW { vwir2tt�zel*PXP Xlsq twsrO)tg2 PHYSICAL PROPERTIES OF AGGREGATES Company Name: Albert Frei and Sons, Inc. Material Source: Pit 6 Project No. CT15666.000-400 Material Type: No. 8 Report Date: January 2, 2014 Lightweight Particles in Aggregate AASTM C 1231 Sample.., .. SpecificrGravity Perceritage by Mass of �k�; Wei htr of1Li uid Li htwei ht,P�articles 1454.1 2.0 1 < 0.01 1454.1 2.4 1 0.03 Soundness of Coarse Aggregates by Use of Sodium Sulfate AASTM C RRl Sieve Size P.,assin Retain "d Percent Grading of1$am le Wei'&& Before Weight After Percent Loss. WeigFited` %IL, Qss 3/4 inch 1/2 inch 0 - - - - 1/2 inch 3/8 inch 1 - - 0.7 0.0 3/8 inch No. 4 89 300.0 297.9 I 0.7 0.6 11 Less Than No. 4 10 - - - - i otai vercent uraoing: iuu i otai vveigntea Loss: i Soundness of Coarse Aggregates by Use of Magnesium Sulfate ASTM C 88 $ieve,Size Passing _ Retained a` Percent Grading ; 5 of Sample Weight Before(g) Weight After (g) Percent Loss Weighted %Loss 3/4 inch 1 1/2 inch 0 - - - - 1/2 inch 3/8 inch 1 - - 0.4 0.0 3/8 inch No. 4 89 300.1 299.0 0.4 0.3 Less Than No. 4 10 - - - - Total Percent Grading: 100 Total Weighted Loss: 0 Bulk Density (Unit Weight) and Voids in Aggregates (Rodded Method) AASTM C 291 Sample Weight Ibs Bucket Volume ft9 . it Weight Imui c: 9.28 0.0985 94.3 9.24 0.0985 93.8 9.16 0.0985 93.0 Average Unit Weight: 94 pcf Bulk Specific Gravity (OD) = 2.70 Voids in Aggregate Compacted by Rodding = 44% Fig. A-2 X1iv$dwUtsw$dpAw$3rd$s$3i$mq w$ieoihkrh$wlegks)ai$dtNshygihM lgit4r4j@ { idsy* vmir%tt aze1$3J$3XP Xlsq twsrCEg2 PHYSICAL PROPERTIES OF AGGREGATES Company Name: Albert Frei and Sons, Inc. Material Source: Pit 6 Material Type: No. 8 Project No. CT15666.000-400 Report Date: January 2, 2014 Bulk Density (Unit Weight) and Voids in Aggregates (Loose Method) (ASTM C 291 ,w,a. ,�,� �nx?:d aj', .ate .+ � ,•",fig$ 1 1 •' :. 1 1 1 1 •' :. Average Unit Weight: 86 pcf Bulk Specific Gravity (OD) = 2.70 Voids in Aggregate Compacted by Rodding = 49% Resistance to Degradation of Small -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (ASTM C 131) Gradin Init ai I Weight Fi at Weight iPercent Loss D 1 5000.0 1 3021.9 1 40 Determining the Percentage of Fractured Particles in Coarse Aggregate (ASTM D 5821) i" Initial ''��,,Wei'gi Percent off F acfured g Weight° Fractured Particles �, Particles minimum 2�faces 200.3 200.3 100 Total Evaporable Moisture Content of Aggregates by Drying ( ASTM C 5661 Initial Final. Moisture Weight Weight Mon lo 1541.1 1537.1 0.3 Fig. A-3 Xlm%w%tsw$,dpAw$$x-A$s$di$niq w$ic ih-%rh$alep$ts)ai$dtwhygihU� Igit4w$11* misTA • mir$2ttwze1$3J$GXe Xlsq twsraK-g2 PHYSICAL PROPERTIES OF AGGREGATES Client: Albert Frei and Sons, Inc. Sample ID: No. Brock, 3/8' chips Project: Flat and Elongated Particles Pit Name: Pit 6 Project No. CT15666.000 Percentage of Flat Particles In Coarse Aggregate < No. 4 10 Total: 100 Total Weighted Average Flat Particles: 0.0 0.0 Percentage of Elongated Particles In Coarse Aggregate (ASTM D 4781) Criteria: 3:1 Ratio < No. 4 10 Total: 100 Total Weighted Average Elongated Particles: 0.0 0.0 Total Weighted Average Flat Particles and Elongated Particles: 0.0 0.0 Fig. Ad X1rw%v4dtsu0aytAw%r4$o$3i$niq w$dundh%rh$vleggks)%i$dtwhygihO lgit4w mil." umdr%ttwze&j;GXP Xlsq twsratcg2 Sales Office: Engineered Synthetic Products, Inc. Tel (770) 664-1857 Fax (770) $64.1015 www.espgwsynthetics.com Geotextile Product Description Sheet SKAPS GT-160 Nonwoven Geotextile SKAPS GT-160 Is a needle -punched nonwoven geotextile made of 100% polypropylene staple fibers, which are formed Into a random network for dimensional stability. SKAPS GT-160 resists ultraviolet deterioration, rotting, biological degradation, naturally encountered basics and adds. Polypropylene Is stable within a pH range of 2 to 13. SKAPS GT-160 conforms to the physical property values listed below: PROPERTY TEST METHOD UNIT A v (Minimuu m Average Roll Value) Weight (Typical) ASTM D 5261 7z/yd2 (g/M� 6.0(203) Grab Tensile ASTM D 4632 Ibs (kN) 160 (0.711) . Grab Elongation ASTM D 4632 % 50 Trapezoid Tear Strength ASTM D 4533 Ibs (M) 65 (0.289) Puncture Resistance ASTM D 4833 Ibs (kN) 90 (0.40) Puncture Resistance ASTM D 6241 lbs (kN) 540 (2.0) Permittivity* ASTM D 4491 sec 1 1.6 Water Flow* ASTM D 4491 gpm/ft (I/min/m) 1 110 (4480) AOS* ASTM D 4751 US Sieve (mm) 70 (0.212) UV Resistance ASTM D 4355 %/hrs 1 70/500 PACKAGING Roll Dimensions x Q — ft 12.5 x 360 15 x 300 Square Yards Per Roll 500 .Estimated Roll Weight — Ibs 195 * At the time of manufacturing. Handling may changethese properties. This information Is provided for reference purposes only and Is not Intended as a warranty or guarantee. SKAPS assumes no liability in connection with the use of this Information. SKAPS Indusbies, 335 Athena Drive, Athens GA 30601 Phone:(706)3543700, Fax(706)3543737, www.skaps.com 0sn1i09 Made in U.S.A.