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Home My WebLink About3618; CARLSBAD BL PARKING AT PONTO BEACH; SUBMITTALS;CONTRACTOR SUBMITTAL LOG PROJECT ,c)4 v &Ac// P,1iv6- PROJECT MGR.___________________ JOB NO. CONTRACTOR go,w vrn Date Received Submittal Number Description Subcontractor Contractor Submittal Number No. Copies Received Date sent to Project Engineer ACTION Date Received Noted Number of Copies Received Remarks . Date Sent to Contractor Ref Spec. Section No Exceptions Taken Make Corrections Revise & Resubmit Rejected '°" 4Q4.'7- rw /0-004/ .. / *''/0 - - .3 A' 2 A.C. 7fJ7%,D get4Jc. S7JOM ''° 3 ?/z%o -- ____ ____ ____ ____ Aea q/qoo gc 9/ao/o0 9/2D/oo -0- _____ ____ A .$/2/0Q - o - g/23/0i 3 4fl,,rDv a' : -0 5/31/00. / 4,ocew-d /7i/00 . 5 C(A SS zEASE CA 7Z4A/S / A'C ycO .5/l,/oo 0- . 5/3i,4j / c/li/ac'. P:\DOCS\MISFORHS\CONTSUBN. FRM REV 1/27/93 POTTERS IND. KIN Fax:520-757-8608 Apr 4 '00 10;16 P.02/02 O Potters industries loco an affihlaic of Thc PQCorpc!ation 4665 Finance Way Kingman, AZ $6401 (520)757-8666 To whom it may concern: Potters Industries, Inc. supplies Luzaich Striping with glass beads that meet or exceed the State of California specification 8010-004 Type IL Quality control data to substantiate this certification is on file in our Quality Control Laboratory and is available upon request, Date:Kim— *: _?6&• POTTERS IND. KtNGM Fax:520-757-8608 . Apr 4 '00 10:16 P-02/02 O Potters industries Inc. an affiliate of The v'Qcospoeation 4665 Finance Way Kingmsn, AZ $6401 (520)757-8666 To whom it may concern: Potters Industries, Inc. supplies Luzaich Striping with glass beads that meet or exceed the State of California specification 8010-004 Type II. Quality control data to substantiate this certification is on file in our Quality Control Laboratory and is available upon request. Date: VZ6,) POTTERS IND. KIie1 Fax:520-757-8508 Apr 4 '00 10:16 P.02/02 O Potters industries Inc. an affiliate of ThcPQCrpoation 4665 Finance Way Kingman, AZ 86401 (520)77-8666 To whom it may concern: Potters Industries, Inc. supplies Luzaich Swiping with glass beads that meet or exceed the State of California specification 8010-004 Type H. Quality control data to substantiate this certification is on file in our Quality Control Laboratory and is available upon request. Date: 5;4t::( '' P.3 NOV 22 '99 162 TELII3s7S$.1147 808893.34I AZ313'778.9719 PRODUCT SPECIFICATIONS 5000. WRITE 5001 YELLOW 5003 YELLOW LEAD-MM (100% 4CRYIJCPOLYMEA £'U1SIOA) Durability and speed of diy are featwedIn the formulation of this paint. The trend in the traffic paint fomiulatlon has been toward speed of dry which results in minimum traffic dc-up. These paints can be applied without the expansive and sophisticated application equipment need e d f o r some of the new fast drying paints. These paints dry fastE under marginal conditions of humidity and air flow. These formulations possess better early washout resistance compared with paints based on conventional waterborne emulsions. 5000 White Yell Yellow 5001 5003 1)! Pigment % by wt. 60e2 522 Vehicle % by Wi. 402 48é2 Nonvolatile % by wt. ofpaint 76.0 72.0 Pounds per gallon, minimum 13.5 12.5 Vlscoafty,ICU. 80-95 80.95 Fineness of grind, minimum 4 4 Laboratory dry time, 770 5 5 ASTM fl-ill, rninutee,mvdmuzn Dry Tough Time (Early Washout) minutes, maximum 125 125 15 miii wet Mm. @ 72.5:50? & 90016*5 R.H. Test as per ASTMD-1640, except exerting minimum pressure I • Thinner Water Water •VOC (Volatile Organic Content), maximum 120.0 120 g/l COVERAGE: 100 sq. ft. per gallon at 15 mlls wet. Thinning is not recommended for this product. Tests asper Federal SId U-P-141a Meets TT? 1952D, TYPE II, excqt 5001 MEETS SCAQMD RULE 1113 PERVO PRODUCTS MEET ALL CALWORMA AIR ..:—-.:-. 6624 STANFORD AVaNUE, LOS ANGBLBS, CA 90001 . •'. 5000 White 5001 Yetliy 60±2 40±2 76.0 13.5 80-95 4 5 52±2 48±2 72.0 12.5 80.95 4 5 125 125 Water Water 120 j p.3 NOV 22 199 16:22 ,1 .âP.rvoPaInt< Corpa.nv IPAl 3151775.9719 PRODUCT SPECIFICATIONS 5000-WHITE 3001 . YELLOW 3003 YELLOW LEAD-FREE (100%4CRYIJC?OLYMEA £MULSION) Durability and speed of dry are featured in the formulation of this paint. The trend in the traffic paint formulation has been toward Speed -of diy which results In minimum traffic tie-up. These paints can be applied without the expensive and sophisticated application equipment needed for some of the new fast drying paints. These paints di, faster under marginal conditions of humidity and air flow. These fonnuladons possess bettor early washout resistance compared with paints based on conventional watorbome emulsions. [.1• Pigm.zn%bywt. Vehicle %bywt. Nonvolatile % by wt. of paint Pounds per gallon, minimum - Viscosity, IC.tJ. . Fineness of grind, minimum Laboratozy dry time, 77° F ASTM D-711, minutes, maximum Dry Through Time (Early Washout), minutes, maximum 15 mils wet film® 72.5*5°F & 90545 R.H. Test u per ASTMD-1640, except exerting minimum pressure -..ThJimer VOC (Volatile Organic Content), maximum COVERAGE: 100 sq. ft. per gallon at 15 mils; wet :1 .. Thinning is not recommended for this product -'TestaasperFederalStd.Tr-P-14la : Matto ?'EP 1952D, TYPE II, except 5001 MEETS SCAQMD RULE 1113 PERVO PRODUCTS MEET ALL CALIFORNIA AIR 6624 STANFORD AVENUE, LOS ANOBLE5 S CA 90001 P.3 NOV 02 199 16:22 .. I, T ' nmcsny TU213.75101147 500.592.3647 PAZ 213.775.9719 PRODUCT SPECIFICATIONS 5000- WHITE 5001 YELLOW 5003 YELLOW LEAD-FREE (!00%4CRYLICPOLYMER £MULSIOiV Durability and speed of dry are featwedin the frmulalion of this paint. The trend in the traffic paint formulation has been toward speed of dry which results In minimum traffic tie-up. These paints can be applied without the expensive and sophisticated application equipment needed for some of the new fast drying paints. These paints dry faster under marginal conditions of humidity and air flow Theae formulations possess better early washout resistance compared with paints based on conventional waterborne anulsions. 5000 White $003 5001 Yelloi Yellôw LIP Pigment % by wt. 602 522 Vehicle % by wt. 402 484 : Nonvolatile % by WI. of pains 76.0 72.0 Pods per gallon. mzm 13.5 12.5 Viscosity, LU. 80-95 80-95 Fineness of grind, n±dznuin 4 4 Laborstozydry time, 770 P 5 5 .ASTMD-711, uunutes,znaxlmuiu Dry Through Time (Early Washout), minutes, maximum 125 125 15 mils wet film @72.5S°P&90%ck5RH, Test u per AST}D.1640, except exerting minimum pressure -. Thixmer Water Water VOC Volatile Organic Content), maximum l204 120g/1 COVERAGE: 100 sq. ft. per gallon at 15 inils wet, 'Thinning is not recommended for this product. Tests as per Federal Std 17-P-141a ....:Meets TIT.l952D1 TYPE XI, except saoL MEETS SCAQMD RULE 1113 PERVO PRODUCTS MEET ALL CALIFORNIA AIR - 6624 ST A NFORD AVENUE, LOS ANOELSS, CA 90001 Lt.LUQ19t1 rpiiii rr rX.oL --j.4Ju J.V Is =31517U@ 1147 560a$fls 47 14319-7786P 71 October 18, 1999 Luziach Striping 10183 Hawley Rd 'San Diego, CA 92110 (619)297.1436 LEIIE1CAILQ To whom it may concern, This is to certify that the following products conform to ue requirement of California Specification, 8010.20 r White Water Bawl Traffic Psint $000 909107 Yellow Lead Free n/ Traffic pat 5003 906148 Sincerely, r. John Hwang Chemist 614 1T/WPOKD Av&NUE, LOS ANO1L.BS. CA 90001 LLuI1Ilr1 rrILINIZ) 6 -&irr UL 1. J.,J : IlL I5'U'1j47 5.$52.)47 AZ 213.77I'?9 October 18, 1999 Luziaoh Striping 10183 Hawley Rd San Diego, CA 92110 (6 19) 297.1436 CtaTIFT(ATLON To whom it may concern, This is to ccrtfy that the following products conform to us requirement of California Specification, 8010.20 White Water Based Traffic Paint 5000 909107 Yellow Lead FreiW/B Traffic Paint 5O03 ' 906148 - Sincerely, I John Hwang Chemist . 6626 STANFORD AV&N1E, 1.0$ ANQJL.BS. CA 90001 LLLUla1PIM rp1uNI &irr -j , Prvo 0 Paint 0 Company ...—i—. - lr a15s7us1147 os.s,a.$4', AX 2L3.77$.7* October 18, 1999 Luziah Striping 10 183 Hawley Rd San Diego, CA 92110 (619) 297-1436 To whom it may concern, This is to certify that the following products conform to te requirement of California Specification, 8010.20 Pro Code Buig, White Water Based Traffic Psint $000 909107 Yellow Lead Free W/BTrafflcp skit _(wo3 906148 Sincerely, 40000 4= John Hwang Chemist t c:. •z::.ir. 663 STANFORD AVSNUE, LOS ANOiB$. CA 90001 Sent By: VULCAN MATERIALS LABORTORY.; 1619 2986613; Apr-20-00 11:44AM; Page 2 Uüicu•• 0 Materials Compan Southland Paving Cij 760-747-laos Reference Paving at Po,,to Bcacb G' ofCarlrbad 20-Apr-2000 Gdme This is to certify that we will furnish asphalt paving material for the above- referenced project to conform with: SSPWC Section 400, Type III; D The Asphalt Cement will conform to: AR48000 viscosity grade. Our-LAB #(s): 07740 is enclosed for this project Sincerely. Phil QC Manager CARROLL CANYON PLEASE NOTE When placing your order refer to LAB# outlined above. Otherwise, fruican Mk/Indusuial Asphalt esnnot be held responsible for mixes not covered by this oerti&aiion. * MPA9 91.374029 TYPE A AGG COMBINED OPERATThG PASSING RANGE ENG 0.0 100.0 32.0 100.0 88.0 0.0 100.0 32.0 100.0 68.0 0.0 100.0 32.0 100.0 68.0 0.0 100.0 32.0 100.0 680 0.0 100.0 32.0 100.0 68.0 0.0 95.2 30.5 100.0 68.0 0.0 25.0 8.0 98.0 68.8 0.0 2.0 0.6 79.0 53.7 0.0 1.0 0.0 82.0 42.2 0.0 0.0 0.0 44.0 29.9 0.0 0.0 0.0 24.0 16.3 0.0 0.0 0.0 11.0 7.5 0.0 0.0 0.0 9.5 6.5 0.000 verall. % ASPHALT me SpGr -OUTSIDE- 0.000 % ASPHALT -INSIDE- IAC Weight 134j 100 95-100 65-85 50-70 20-40 5-14 4 100% AM PLUS AGGREGATE I1J 2' (50.0) 11/2' (37.8) 1' (250) 314' (19.0) 112' (12.5) 38' (9.5) 54 (4.78) 58 (2.38) 516 (1.18) 030 (0.80). NO (0.3 1100 (1.50) #200 (.075) AN MATERIALS 077-00 VM C,, lION: CARROLL CANYON DATE: OMER: Paving at Ponto Beach wd Pvizi5 City o(Ca2fsbd - oI o I o[:rzo 1 o Pass Use Pass Use Pass Ilk (Jse PasS Use Pass F 100.0 0.0 100.0 0.0 100.0 0.0 100.0 0.0 100.0 ? 100.0 0.0 100.0 0.0 100.0 0.0 100.0 0.0 100.0 100.0 0.0 100.0 0.0 100.0 0.0 100.0 0.0 100.0 100.0 0.0 0.0 0.0 0.0 0.0 88.0 0.0 100.0 100.0 0.0 0.0 0.0 0.0 0.0 22.0 0.0 94.0 100.0 0.0 0.0 0.0 0,0 0.0 1.0 0.0 27.0 10 100.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 3.5 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 99.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 r 98.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U 95.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I, 90.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 KM OF COMBINED AGGREGATE-1.1O SURFACE AREA: ACWgt _ ' QC Manager I) I, Sent By: VULCAN MATERIALS LABORTORY ; 1619 2986613; Apr-20-00 11:44AM; Page 4/7 Materials Comrwan Southland Paving 20-Apr-2000 CWW 760-7474008 Reference Paiàg at Poalo Beach of Cadchad Gentlnen, This is to certify that we will finnish asphalt paving material for the above- referenced project to conform with: SSPWC Section 400, Type III, C2 The Asphalt Cement will conform to: AR-4000 viscosity Wade. F (),.LAB #(s): 077-00 1s enclosed for this project. Sincerely, Pthdill QC Manager CARROLL CANYON PLEASE NOTE When placing your order refer to LAB# outlined above. Otherwise, IvuIcan Matl/IndustxiaI Asphalt cannot beheld responsible for mixes not covered by this certification. 100 95-100 75-90 50-67 35-50 15-30 4-7 +100%#GG PLUS AGGREGATE ('L I lIZ' (37.8) 1 (250) 314' (19.0) 112' (12.5) 318" (9.5) #8 (2.38) 18 (1.18) *30 (0.60) !60 (0.30) 100 (1.60) #200 (.075) N LCAN MATERIALS OCA11ON: CARROLL CANYON ilia USTOMER: outhiand Pwiq . .wntrlI. f',w'vi,,rit, Paving at Ponto Beach City of Cadsbad - #5 I BIN #4 U I I Ill I 41 ul P858 Use Pass Use Pass Ua Pass 1'Use Pass Use Pass Use Pass Use 100.0 0.0 100.0 0.0 100.0 0.0 1100.0 0.0 100.0 21.0 100.0 29.0 100.0 50.0 100.0 0.0 100.0 0.0 100.0 0.0 100.0 0.0 100.0 21.0 100.0 29.0 100.0 50.0 k 100.0 0.0 100.0 0.0 100.0 0.0 100.0 0.0 100.0 21.0 100.0 29.0 100.0 50.0 100.0 0.0 0.0 0.0 0.0 0.0 88.0 0.0 100.0 21.0 100.0 29.0 100.0 50.0 100.0 0.0 0.0 0.0 0.0 0.0 22.0 0.0 94.0 19.7 100.0 29.0 100.0 50.0 100.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 27.0 5.7 95.2 27.6 100.0 50.0 co co 100.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 3.5 0.7 26.0 7.3 98.0 49.0 0) z 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.3 2.0 0.6 79.0 39.5 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.2 1.0 0.0 62.0 31.0 99.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 44.0 22.0 cc cc 98.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 24.0 12.0 0 co 95.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 . 0.0 0.0 0.0 11.0 . 5.5 'I) 90.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.5 4.8 cc 0.000 0.000 KM OF COMBINED AGGREGATE-71..19... lOverall % ASPHALT SUFjF4CE AREA - 24*DJ AC Wq1 ICfse SpOr -OUTSIDE- .._4-4... - 0.000 %ASPHALT C.) - INSIDE-[AC WeIght 119 Ph, ,NOTh MlxconsOl%PeveBond co QC Manager 41 077.00 tAS.V 1E: MIX: S.400 TYPE III C2 AR-4000 97.IQ9 € A AGG NED OPERATING RANGE ENO PASSING Sent By: VULCAN MATERIALS LABORTORY ; 1619 2986613; Apr-20-00 11:45AM; Page 6/7 Materials Companyl Suth1nd Paving 20-Apr-2000 (iig 760-747-1008 Reference Pathg at Ponto Beach CipoGvithad Gentlemen, This is to certify that we will furnish asphalt paving material for the above- rcfczcnccd project to conform with: SSPWC Section 400, Type 111,33 - The Asphalt Cement will confonn to: AR4000 viscosity grade. I Our LAB #(s): 077-00 enclosed for this project Sincerely, QC Manager CARROLL CANYON PLEASE NOTh****1 When plaáng your ceder refer to LAB# out1ine1 above. Otherwise, Vulcan M /Indusixia1Asphah osonor be held responsible for mixes not covered by this certthcaaon. PASSING OPERATING RANGE 100 95-100 85-80 45-40 30-45 15-25 3-7 ENG N N C 0) C 0. MATERIALS N: CARROLL CANYON Paving Paving at Potizo Beach City of Cuisbad - 077-00 1N46 DATE: N U I I ;if I I ill I 54 Ln Pass Uö4 Pass Use Pass P&& Uise Pass Use Pass Use Pass Use 0. 00 100.0 0.0 100.0 0.0 166.0 15.0 100.0 20.0 100.0 20,0 100.0 45.0 100.0 0.0 100.0 0.0 100.0 0.0 100.0 15.0 100.0 20.0 100.0 20.0 100.0 45.0 CL 100.0 0.0 100.0 0.0 100.0 0.0 100.0 15.0 100.0 20.0 100.0 20.0 100.0 45.0 100.0 0.0 0.0 0.0 0.0 0.0 88.0 13.2 100.0 20.0 100.0 20.0 100.0 45.0 100.0 0.0 0.0 0.0 0.0 0.0 22.0 3.3 94.0 18.8 100.0 20.0 100.0 45.0 100.0 0.0 0.0 0.0 0.0 0.0 1.0 0.2 27.0 5.4 95.2 19.0 100.0 45.0 co cc cn 100.0 0.0 0.0 0.0 0.0 0.0 1.0 0.2 3.5 0.7 25.0 5.0 98.0 44.1 C) 100.0 0.0 0.0 0.0 0.0 0.0 00 0.0 1.5 0.3 2.0 0.4 79.0 35.6 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.2 1.0 0.0 62.0 27.9 99.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 44.0 19.8 cc cc 98.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 24.0 10.8 co 95.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11.0 5.0 (I) 90.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' 0.0 0.0 0.0 0.0 9.5 4.3 a: . 0.000 0.000 KMOFCOMBINED AGGREGATE --1.10 rail %ASPHALT SUR EAREA ACW 0.000 %ASPHALT IACWeIpht 1131 ca T Mananar 41 cm CD c'J Cu Lal . Woven Geo textiles Certifiable Aliulinum Avczoge Roll Values Average Roll Vulues - C200 C300 C70/06 C7130 (0fl r 711111111 I- L. ".' rr; • .'., Tensile Strength. lbs. ASTM 04632 Warp 2nD 300 395 11 MXI 2(10 1 Elongation ut Break-. !6 ASTM D4632 (WarpiFill) 15115 (51(5 24124 flural Sl,gniIi. p;i ASTM 03756 (Mullen) 450 6ti3 4)11) Tupezoid Tear Slrcnglli. lbs. ASTM 134533 75 120 05 Fill 1 75 120 55 Pt,i.a1u,t Rcsisuncc, lbs. ASTM D46-13 100 (20 151) A.O.S. (U.S. SW. Sieve No.) ASTM 04751 .10 .lO 70 U.V Resistance. c. ASTM 03355 (y 500 His. 1 90 90 90 Wide Wid;h Tensile SKeulgilL ASTM 04595 (Ultimsi). lb,Jln. W.rp 120 175 215 Fill 120 17$ 340 ¶1 Open Area CWO.22325.86 NM NM . 4 Pemilliviay. ec.1 I ASTM 0-449) 0.07 0.06 0.2 Ni,w Rule. gpinlup. IL ASTMD4')I 6 . . IS l2.5x432 . Roll Sites I5'& 360' • 15 6 , 300 (Widths l_cng;lu) 17.5. 399• I 17.5a 253 j I2 • CounIhisilinul Ptalyp:npykn [ rIit)pu.ap:euI l'uiIyio;ylen. Tensile Strength. lbs. ASTM 04632 Warp 240 350 415 Iill 240 350 2)11) Elongation ii Break. 9.1 ASTM 04632 (WniplHlll 25(35 20(20 26)26 Btan4 Strcnguli. psi ASTM U376(MuUuu) 31.0 (aSI) 520 Traupcts.ial Ti..ar Siici,1du. lbs. ASTM 04533 Warp 95 145 10$ Fill 95 I-IS 75 Puawtiare Resistance. lbs. ASTM 04831 120 (41) 165 A.O.S. U.S. SRI. Sivc No.) ASTM 04751 50.70 50.70 0-1 1\1 1I.V. kcsistjncc. ASTM 0.1355 & 50) Nra. 90 'A) 90 Wide Width Tensile Siiength. ASTM 04595 (Ulliin.iiel. lb.Jiia. Warn 130 200 230 Full 155 200 160 '4 Open Me.a CWO-2212546 NM NM 5 P,niifliviIv. icc .' ASIM 04491 0.13 0.06 0.40 Flow lilc. pin/sq. ii. -ASTM 04491 17 26 1 15a431 12.5060 RcillS,a, I 5s31.0 l5s3O0 (,s3C iWidiA ,. Lcuu!ij J 175s J9• 17.5 a 228 12 a 3CO U) NOTHING hEREIN SHOULD IN ANY WAY DE CONZTRUIO AS AN CXPRESS WARRANTY OR AS EXTENDING TO TIlE :uAoER OR BUYER ANY IMPLIED WARRANTY INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MCICHANTADILITV OR FITNESS FOR ANY PARTICULAR PURPOSM .Spccirueaui.,n; and data rck:rinT, in nicchauiieal and physical pmllerties sir ckeinicd uui3fysc mlale SuuiC In iiertonuie( ;d (lie line f isnulae(t,rc oa spu:cinicuI ,uui,icd Iruni spiIic 1ocj1inai of ll)u ii;.udusl in ;uceonlaiwc sillu 1ircscrihcd sirnp110c p:scJsirea. riwspmilk Icrins and cniuliiiniss sit ,;gc. irkr in cI:iuidunl CONTEC)I drcutncnLs. CONTECH is j iaeced It.t.eniark of CONTECH CONSTRUCTION PRODUCTS INC. C 200. C JO') and C 7CID5 sir trjeuiwks nl'COsThCH CONSTRUCT= PRODUCTS INC. 01996 CONTECH CONSTRUCTION PRODUCTS INC.. Micidiciown. OMo. Nin .iailab!e. CP.017313-1 (Rev. 11/96) 1014AP For mare fntbrniation about CONTECH Woven Ctutcxtiles, coniac your local CONTECH Sales Engineer or write io CONTECH CONSTRUCTION PRODUCTS INC.. P.O. Box 800, Middlelown, Ohio 45042. Telephone loll-irce: 1-800-338-1122. CONTECH Rigional Offices arc in the following cihes: Atlanta. GA (404) 315-0S 14: Indianapolis. IN (311) g42.776(i: Irving. TX (972) 65941828; Notiti Little Rock. AR. (510) 75S-19S5: Oak Brook. IL (630) 573-1110; PaI,ncr. MA (413) 283-7611; Raleigh. NC (919) 781-8540; San Bcrnardino. CA (909) 885-8800: Topeka. KS (913)'&173-5950. and Wheat Ridge CO (303) 431.8999. Oilier Sates Offices are in Pr*rdpcl cisks. JITu 1m 111 Woven Geotextiles —. COP4SUIUCTIOM PRODUCTS INC. CD Ce,: (Jiable .lini,nw,, Average Roll Valucs Average Roll Vulues CL:- C200 C300 r 7010 C 20 C300 C70106 U- p Cnipn.itiois r,ptnpyne I Pot jpmpykee Poyjiriipy1cii Tensile Slsenglh. tbs. ASTM 04632 Wirp . 200 MX) 195 11H 200 3(11) 260 rEI0flIfl ul A ST. D4632(WarpiFill) 15115 (51(5 24124 Iluret Stnnili. p;i ASTM D37S6 (Mullen) 450 (it)) 41(l) * Tupizoud Tcar Strength. Ibe. ASTM 04533 75 120 93 Fill 75 120 55 P.iixiure Rciuncc, lbs. ASTM D433 lOU 120 350 A.O.S. (U.S. SW. Sieve No.) ASTM 04751 .10 40 70 U.V Rcsit:uncc. !' AST:1 04355 ( 5(11) His. 1 90 90 ¶X) Wide Wift Tensile Strength. ASTM 04395 (UliimeI). IbsJln. W.trp 120 175 215 Fill 120 175 340 ¶i Opeit Area CWO-22125-86 NA' NA' 4 Permiuiviiy. .cec -1 ASTM 04491 0.07 0.06 Flow Rule. gpnhIM. IL ASTM 04491 6 3 IS 12.5s432 l2.3360 Roll Si,r. 15'% 360' • 35 gy 6• • (Wid.i's x Lcn;h) 17.5 309' 17.5' 2S3 Counlh'ililul Piilyp:opyieii [ Pcilyp:iip:IIk l'uiivlvoylene Tensile Strength. lbs. AST.%I D4632 Warp 240 350 4(3 (-ill 240 350 2111) Elongation at Btca). ¶7. AST.I 04632 (Wt,rplFill) 25/23 20/20 26126 0iur.t Strength. Psi AST.%i D370(Muileii) 500 650 320 Thipcinul Te.ir Sitcuiglli. fl ASTM 04533 Warp 93 143 lOS Fill 95 143 75 Pun,1ure RcisIanec. lbs. ASTM 1)41(33 120 140 105 A.O.S. (U.S. SRI. Sim No.) AST.I 04751 56-70 50-10 70-1(X) 1I.' Kcsitauiee. ASTM 04335 50Hre. 90 'A) 90 Wic Widil, Ten.sik Strength. ASThI 04595 (Ulliinuic). tbs./in. Warp 130 200 230 Fill 155 200 160 c. Open AIIJ CWO-22125.116 NM NM 5 Pe,rniilivilv. Sec.' ASTM D4491 0.15 0.0b 0.40 Flow Itaic. gpmhq ft. ASTM 04491 Ii 0 20 1 125s433' T RolISia I 5's 3u0' I t5's30O '.,t ;j (Widdi it Lcru,ihj J 17 5' )W J 17.5' 'S 12 300 NOTI(INO I ICIlEN SHOULD IN ,NY WAY BE CONSTRUED ,S AN EXPRESS For titore information about CONTECH Woicli Ccoe'liks. 1snIir( your beau WARRANTY DR AS EXTENDING TOTIIE :(lAoER OR BUVER ANY IMPLIED CONTECH Sales Engineer or write to CONTECH CONSTRUCTION PRODUCTS V,R;IANry INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF ME'(CUANTACILITV OK FITNESS FOR ANY PARTICULAR PURPOSE. Sccaiionc INC.. P. 0. Box SOO, Middletown, Ohio 45042. Tdephonc loll-ircc: 1-SOO-338-1 122. and data rekiring iit rncchauiieai and phvkai pmpertic.s or ckeniic:ul analymm mhie mile in CONTECH RegionalOffices are in the following cites: Atlanta. GA (404) 325-0814: locjlinuis the ll;uIluIu in avnnIauwc i;I, 1iecscrihcd sump)in pccduirc.. vet, Indianapolis. IN (3 171 842-7766: Irving. TX (972) 59-0328; NorTh Little Rock. AR. cnu,diiiouis isIs;u. rerer in cl;uuidunl CONTECH druuncnL's. (5 10) 75S- I9S5: Oak Brook. IL (630) 573-1110; Palmer. MA (413) 20-761 J Ralcigh. CONTECH is urgiaceresItra.!eniatk olCONTECH CONSTRUCTION PRODUCTS INC. NC (919) 781-8540; San Bcrnardino. CA (909) 885-8800: Topeka. KS (913) 213-5950; C 200. C 301) and C 7L0 are mAltmailiat,,fCONTECH NS7RtCION PRODUCTS INC. and Wheat Ridge. CO (303) 4314999. 0I9V6 CONTECH CONSTRUCTION PRODUCTS INC.. Middletown. Oin. Other Sales Cifice., are in Principal Cith?s. Nin uvailable. CL c'sJ CP-0173R-1 (Rev. 11/96) 1OMA? Aws .. Woven Geo textiles — COP4SIRUCflOM PRODUCTS INC. Ce,: fiabIe .linimwn Average Roll Values C200 C300 C7W06 1;pn.iIioII rohppy)n: - Pol',pykc Pypr.ipyiaie ] Tensile Strength. lbs. 1. ASTM 04632 Warp 200 300 95 I 1-01 200 4XI 2(io I Elongation at lireak. I ASTMD4p2(Waq'IFill) 15115 15/13 24124 [ flurl .X1runili. p;i I ASTM P3786 (Mullen) 450 603 4D Trapezoid Tear Slrci;gtl,. lbs. ASTM 04533 75 (20 95 (111 75 120 55 Ptsi.itu,e RcAik lance, lbs. ASTM D4833 IOU (20 150 A.O.S. IU.S.Sid. Sieve 4u.) ASTM 04731 40 .10 70 U.V Resistance. rA ASTM 04355 0. 500 His. 90 90 90 Wide Widih Tensile Strengib. ASTM D4395 (Ukiinat:). lbs.An. Warp (20 175 215 Fill 120 175 140 ¶ Open Area CWO.22125.86 NA' NA* 4 Pcimiwvity. !.CC." ASTM 04491 0.07 0.06 0.23 Plow Rate. gpnhIM. IL ASTM 04491 6 5 . IS (2.5 4J2' l2.Y3fi0' Roll Slit S'360' • 15 s CO' 6'x 300' I ') (Width -2 - I7.5' 309' j 17.5' I's 300- Average Roll Values non C01) C70106 CoinsisiI'm'l PutIypiopyIeii [ Pniypuuip.'ieu. I'uiIvllcoylene Tensile Strength. lbs. ASTM 04632 W.trp 240 350 ('ill 240 350 2l) Elongalion at flrcaL. rl ASTM 04632 (Wtujp/I:iII) 25(35 20(30 26126 GiurC Sirciipili. p,.i ASTM 03766 (Mulk:n) 300 65() 539 ¶rapers.iul Tc.jr Siieuitti. lbs. ASTM 04533 Warp 95 145 1115 Fill 95 145 75 Puniure Reaislaiiec. lbs. ASTM 0483:' (20 (4(1 lbS A.O.S. (U.S. Sid. Sieve No.) AS1'.'sl 04751 50-70 30-70 70-1(X) (J.V kcsislinec, ' ASTM 0.1335(5 500 Hrs. 0 1i 90 Wide %%'jtltlo Tensile Suenglh. ASTM 04595 1UlIiln.5cl. (b%./in. Warp 130 200 ' 250 Fill 155 200 11 160 '- Open Aie.a CWO-2125.56 XA4 NA' 5 Pcni,iihiv. liv. SCC.' AS-TM 0441 0.13 0.0 0.40 Rüiv Kauc.gpmfaq Ii. ASTM 04491 17 (. 26 I . I.5's432' RollSuas I •53f0' 15's00, 6'x3C3' (Width Lcuiihg L (7.5's jar 17.5'.% 2.58' 17' A 300- LI) NO'fl (INC ((CRC IN SHOULD IN ANY WAY BE CONSTRUED AS AM EXPRESS WARRANTY OR AS EXTENDING TOThE :UiADER OR BUYER ANY IMPLIED WARRANTY INCLUDING GUT NOT LIMITED TOT E IMPLIED WARRANTIES OF MrICHANTADILITV OR FITNESS FOR ANY PARTICULAR PURPOS(. Spccirsealions and daLi refeiring in niechaijirul and pipieal pmItrIie.s or cbeiiiica analyses vvale siele in lab 1ieduiiiwil at ill..! line 4)" iiunuraclurc on nnained Irunt spmiIic Iocjlions of llic i;siiJut.i in :.et,nnlanec i1li (le%t'rihCd sjmplin prixetliorcN. Fur speciic Isns ant! conditions ni rerer in sI:uuidwl CONTEC)I dr'cuuncnic. CONTECH 6 a reiaceretI irs!eniark of CONTECH CONSTRUCTION PRODUCTS INC. C 200. C 301) and C 70.)5 are irsJcmu,k ICOTECH CONSTRLCTON PRODUCTS INC. 019v6c0N-rEcH CONSTRUCTION PRODUCTS (NC.. Middlciowo. 0-Sid. 'Mitt available. C?-0173R-1 (Rev. 11196) IOMA? For more Intormatioti about CONTECH Woven Giwtex(ilcs. contact your )ont CONTECH Saks Engineer or write to CONTECH CONSTRUCTION PRODUCTS INC.. P.O. Box 800, Middletown. Ohio 45042. Tulephonc lol)-frcc: I-SOO-338-1122. CONTECH Rcionul Offices air in the following cues: Athinla. GA (404) 325 0814: Indianapolis. IN (3171942-11706: Irving. TX (972) 659-0828; Not it, Little Rock. AR. (510) 758-1985: Oak Brook. IL (630)573-1110; Palmer, MA (413)283-76l 1; Raleigh. NC (919) 781-8540; San Bernardino. CA (909) 865-8800: Topeka. KS (913) 213-5950; and Wheat Ridge, CO (303) 431-8999. Other Sales Offices ore in PI*lcipGl Cities. >- 1' 0/31/.90 06:31 FAX 858 715 5601 HANSON SALES l)002 SIPP CONSULTING GROUP (858) 573-1777 -Telephone 4455 Murphy Canyon Road, Suite 100 (858) 573-0069 - Facsimile San Diego, California 92123-4379 PHYSICAL PROPERTIES OF AGGREGATES Client Hanson ARM= Job No. Lab/Invoice No. "Cakyana Sec. 26' Date of Repote 1212419S' Reviewed By Project Conformance Tddfl! Location San Marcos Sampled By S.C.C. - Type of Agrcgatc CL U Ac. Base Submitted By Source of Aggregate San Marcos lIaoc - Authorized By c;,. A.iah,ie ASTU t!14 Tear ±ulda?&e AS14 ainl&m nrheiwiep inrpd Date 12/16/99 Dare Date Sieve Size %Pg ACwn1d1uve Sptilleadeia 2W 2 IA I 100 100 98 90-100 in 1 3/8 - 71 94 47 I 35-60 is 34 016 #30 18 10-50 #50 II #100 8 6.5 2.9 200 Test Ratultt swdlimdons Teat SIP % crushed jardcles ASTM 692 soundness by sodium sulfate ASTM C-*8 durability index J 36 35 min. Rciistiicc la Abrari,. %W.lOOrev. C131 Grading % Wear. 500 rev. % Wear. rev. C535 Grading % wear. i000 rev. Liquid Limit Plasticity Index Cleanness Value CaliE 227 Sand Equivalent Value 42 25 min Calif 217 R-Value (51300 psi £xudañon 80 - 75 min Moisture Density Reltiions Max. Dry Density, pcf 132.0 a 0698 aD1557 9 AASHTO 199 0 AASHTO TISO Optimum Moisture, % 71 Method Absorption. % Built (SSU) Apparent CONFORMS -- 05/31/2000 06:32 FAX 858 715 5601 HANSON SALES 9004 ,. SIPP CONSULTING G UP o-'9)57-1777-Telephone 4455 Murphy Canyon Road, Suite 100 (619) 573-0069. Facsimile San Diego, California 92123 LABORATORY NUMBER REPORT ON AGGREGATE TESTS flATL 1niie,.w ti sav CUENT: HANSON AGGREGATES JOB DATA: LABORATORY ?.flX DESIGN CARLSBAD PLANT GREENBOOK 112" (C-2 and C-a) SAMPLE DATA: On 1-12-00, S.C.G. sampkd the A.C. azvgate.s for conformance tests and mix design. Sample No. i-But 2-Bin 3-Biji Combated Spwifir2riant %Ued 55 30 IS C.2 C3 Sieve Size 3(4 100 100 100 100 - 88 - -- 98 95.100 95-100 3,g. 93 13 I 85 80-95 75-90 100 17 1 60 55-72 - 50-67 8 86 3 48 38-55 35-50 16 65 36 - 30 47 26 18-33 15-30 50 29 16 100 - 16 - 9 200 (Wash) 1 10 5.5 4.8 4.7 Hvcem Pensisy 145.9 pci CA 366 Mu. Theo. 158.1 pci 4.7% Air Voids Sand Equivalent 64 - CA 217 45 Mm. %Cnashed 100 CA 20 25Mid. Moisture Vapor - 32 CA 307 25 Mat. ataatl - -None - - CAM 25% Max. LA. Ranier CA 211 - 45 Max. Swdll 0.008 CA SOS 0.030 Max. flveem Stability 40 CA 366 35 Mat. Remarks: Cleanness Value =83(2-Bin) We would rccommcnd the use of 5.3% asphalt by D.W.A. UCONFORMSII SIPP CONSULTING GROUP - 05/3iJ20Q0_06:32_FAX 858 715 5601 S '.SIPP CONSULTING GA P 4455 Murphy Canyon Road, Suite 100 San Diego, California 92123 HANSON SALES 9003 (we v) 573-1777 - Telephone (619) 573-0069 - Facsimile LABORATORY NUMBER MAPHATT CONC R1TR MT 1fT.J" rtAr CLIENT: HANSON AGGREGATES JOB DATA; LABORATORY MiX DESIGN CARLSBAD PLANT GREENROOK 3/4" (8-3 and 8-2) SAMPLE DATA: On 2-12.00, S.C.G. sampled the A.C. aggregaten for conformance tents and mix design. Sample No. 1-Bin 2-Bin 3-Bin - 4-Bin Combined specifications Used 45 25 20 10 8-3 B.2 sieve size 2 -l-l!2 I. 100 100 100 100 314 100 80 98 95.100 90-100 100 88 22 89 - 318 -93 13 2 70 - -- 65-80 60-75 4 100 17 1 49 - - 45- I 40-55 8 86 -3 39 - 30.45 27-40 16 65 30 - 30 47 21 15-25 12-22 - so -- ±a_ 13 100 26 200 (Wash) 10 ____ _________ _________ 1 - 3-7 3.6 Hveein Density -1476 pcf CA 366 Max. The.. 155.0 4.8 % a Said Equivalent 64 CA 217 45 Mm. % Crushed 100 - CA 2l 25 Min. Moisture Vapor 35 CA 307 - 25 Mm. Suipput - None CA 3M zs% Max. L.A. Raulcr @i00Rev. t SOD Rev. 4.0% 173% CA 211 45 Max. Swell 0.011 CA 305 1 0.030 Max. Hveem Stability 53 CA 366 1 35 Min. Remarks: Cleanness Value =83(2-Bin) We would recommend the use of 5.1% asphalt by D.W.A. "CONFORMS" Note Maximum density should be verified at date of production or when test strip is placed SIPP CONSULTING GROUP REVIEWED BY 4 I4Th P. Slpp, Jr.,-r;=. SIPP CONSULTING GROUP (858) 57.1-1777 -Telephone 4455 Murphy Canyon Road, Suite 100 - (858) 573-0069 - Facsimile San Diego, California 92123-4379 PHYSICAL PROPERTIES OF AGGREGATES Client Hanson Aerettatea Job No. Lab/Invoice No. Cakraas Sec. 26" Date of Report _______________ Reviewed By Project Conformance Testing Location Carlsbad Sampled By $C.G. Type of A#gregale CL U Agg. Base i2e,chJ Submitted By Source of Aggregate Carlsbad Plant - AuthorizodBy Sieve AnaIvais ASTM C134 Tct SmAdmde im A.STM rn,le nni..4 Date 12/16199 Date Date Sieve Se %Pu& AuJ* StiLAons 2W I 100 100 314 97 90-100 112 82 3/8 .73 94 53 35-60 as 43 016 31 #30 23 10-30 - #50 14 #100 9 9200 6.3 2-9 rr thin 100 Test Results - . Test STD % crushed particles ASTM 692 soundness by - sodium sulfate ASThI C48 durability index 39 35 mm. to Abrealoit % Wear. I00rev. C131 Grading % Wear. 500 rev. %Wear. rev. C535 Grading % wear. 1000 rev. I Limit Index _Plasticity Cleanness Value Calif 227 Sand Equivalent Value 1 46 - 25 min Calif 217 R-Value g4 300 psi Exudation 82 78 ruin Moisture Max. Dry Dcni1y, pcI a Density . Optimum Moisture. % Relations Method l27.0 J V698 13 DI557 D AASHTO 199 DAASHTQT1#0 6.8 Absoption, % S dEc Bulk (Da) clvtty Bulk (SSD) Appareat C127 CC12g - CONFORMS SIPP CONSULTING GROUP (858) 573-1777-Telephone 4455. Murphy Canyon Road, Suite 100 (858) 573-0069 - Facsimile San Diego, California 92123-4379 PHYSICAL PROPERTIES OF AGGREGATES Client Hanson Aesreestea Job No. Lab/invoice No. "Cakrans Sec. 26" Date ofRcport 1212 9 Reviewed By // L P,nieer ConformanceTpqi,n Location Carlsbad Sampled By SC.C. Dare 12116/99 Type ofAgregaie CL. U Aeg. Rase i2ee,e.4A Submitted By Date Source of Aggregate Carlsbad Plant - Authorized By Date Sieve Analvth ASTM CI 34 Test Saindarde are ATM uniret otherwise ,inie.4 Sieve Size % Panie AuIaae Spcci1ioiu 2'A 2- 1 V3 1 100 100 314 97 - 90-100 1/2 82 3/8 73 #4 53 35-60 #8 43 016 31 930 23 10-30 #50 14 100 9 9200 6.3 2-9 thie 100 Test Results SpccGcadoar Tec STD % crushed particles ASTM 692 - soundncssby sodium sulfate I ASTMC-88 durability index 39 35 mm. Abrasion %WcajlOOrev. 11 C131 Grading ¼ Wear. 500 rev. ¼ Wear. rev. C535 Grading %Wear. 1000 rev. I Liquid Limit Plasticity Index Cleanness Value Calif 227 Sand Eqvivslr.nt Value 1 46 - 25 min Calif. 217 R-Value 94 300 psi Exudation 82 78 min M. Dry Density. pef Density . Opreawn Moisture. % Relations Method 127.0 D1557 AASRTO 199 DAASHTOT1IO 6.8 Absorption, ¼ S ci& 8uu11t () . Gvtty Bulk (SSD) a C127 0C128 - - ppfl5 CONFORMS SIPP CONSULTING GROUP (858) 573-1777 -Telephone 4455 Murphy Canyon Road, Suite 100 . (858) 573-0069 - Facsimile San Diego, California 92123-4379 PHYSICAL PROPERTIES OF AGGREGATES Client Hanson Aregates Job No. Lab/invoice No. "Calwaas Sec. 26" Date of Report 12J2449 Reviewed By / I Project Confrrnnce Testrng Location Carlsbad Sampled By - SCG. Dare 12/16/99 Type of Aggregate CL 11 Agg. Base Submitted By Source of Aggregate Carlsbad Plant -- AuthotizdBy . Date A-1—i. AcT!..f MIA Tct qidir. ATM .mlte nthe—Ace .rnt4 Sieve She A ut%e %PIDe SpAons 2W 2- I V2 1 100 100 3/4 97 -- 90-100 1/2 82 3/8 73 94 53 35-60 #8 43 #16 31 230 23 10-30 #50 14 - #100 9 9200 6.3 2-9 Finer than 100 Test Results --T-SpenGennone Test STD % crushed particles ASTM 692 - soundness by sodiwnaulfate ASTMC-88 durability index 39 - 35 mm. F-,- Abinajea %Wcar100rev. 11 C131 Grading % Wear. 500 rev. %Wesr. rev. C535 Grading %Wear. 1000 rev. I Liquid Limit Plasticity Index Cleanness Value Calif. 227 Sand Equivalent Value 1 46 - 25 min Calif. 217 R-Value 0 300 psi Exudation 82 . 78 mitt isturc Mas. Dry Density. pef Deasin' Opwnwn Moisture. % Relations - Mediod 127.0 IM D1557 D AASHTO T9 c AASHTO T1IO 6.8 Absorption, % specific Bulk (Dry) . Gvt1y Bulk (SSD) 0C127 0C123 - Apparent CONFORMS