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2001 CMS01G - El Cam Real/Via Cantebria Drivewys The Coast News Cmsb c, Decreed A Legal Newspaper by the Superior Court of San Diego County. Mail all correspondence regarding public notice advertising to The Coast News, P.O. Box 232-550, Encinitas, CA 92023 (760) 436-9737 Space above for County Clerk's Filing Stamp Proof of u lcatlon STATE OF CALIFORNIA, ss. COUNTY OF SAN DIEGO, TY OFENCINITAS PUBLICIC NOTICE INVITING BIDS I am a citizen of the United States and a resident of the COUnt aforesaid; NOTICE IS HEREBY GIVEN that the City of Encinitas is inviting sealed bids for ca y struction of an Engineering Services Project titled'El Camino RBI and Vie Centebr I am over the age of eighteen years, and not a party to or Street Improvements." Bids will be received at the office of the City Clerk until 2:1 p.m.,November 20,2001,at which time they will be opened ono read aloud by the Cl interested in the above entitled matter. Clerk. They Shall be submitted in a sealed envelope addressed to Deborah COMM City Clerk,City of Encinitas,505 S.Vulcan Avenue,Encinitas;CA 92024. The outsk I am principal clerk of the printer of The Coast News, a of the envelope shall be stated:'BID,DO NOT OPEN UNTIL 2:00 p.m.November 2 t0 m. newspaper printed and published weekly and which news- Project Description: In general,the work consists of demolition of eAON concre paper has been adjudged a newspaper of general circulation sidewalk,cross gutter,curb and puller installation of concrete sklewalk,cr�ss guth curb and gutter,asphalt concrete and Class II aggregate base,and outer apputlerna for the cities of Del Mar, Solana Beach, Encinitas/Cardiff, work as shown on the drawings entitled"El Camino Real and Via Cantebtia Ste Imrpovements', Drawing No. 01142-SI which are considered a part of the Contra Carlsbad, Oceanside, San MarcosNista and the County Documents. The Engi noses cost estimate for this project is$55,000. Judicial District by the Superior Court of the State of Copies of the bid package will be avallabie at the Engineering Services count$ City Han,505 S.Vulcan Avenue,Encinitas,CA 92024 for$20.00 for the first o California, County of San Diego (8/4/94, #677114, B2393, Additional bid packages will cost$10.00 each. For further information, contact If P396); and that the notice, of which the annexed is a print- Engineering Services Department at(760)633-2nD. ed co has been published in, each regular and entire issue The City of reserves the right,after opening bids,to reject any of all bids,or to mal copy, p g award to the lowest responsible bidder and reject all other bids,to waive any inform of said newspaper and not in any supplement thereof on the ty in the bidding and to accept any bid or portion mend. following dates, to-wit: InterimBDiodierectorof Engineering Services CN 5097:Nov.1,8,2001 November 1, 2001 November 8, 2001 I certify under penalty of perjury that the foregoing is true and correct. Executed at Encinitas, County of San Diego, State of California on the 8th day of November, 2001. Clerk of Printer • ' CONCRETE CONTRACTORS INTERSTATE Single Eagle, Inc., dba E' 9 9 LETTER OF TRANSMITTAL DATE: 1/10/2002 ATTN: Roger Free RE: El Camino Real &Via Cantebria St. Improve. FROM: Erik Mitchell TO The City of Encinitas ADDRESS: 112599 Stotler Court 505 South Vulcan Ave. Poway, CA 92064 Encinitas, Ca. 92024 PHONE (858)679-5550 Attn: Roger Free FAx: (858)486-9272 WE ARE SENDING YOU 0 Attached ❑ Via the following items: ❑ Shop Drawings ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order [91 SEE LIST BELOW COPIES DESCRIPTION: 8 Hanson Concrete Mix Design#2511501 2500 psi masonry grout mix 8 Hanson Concrete Mix Design#2533502 2500 psi for concrete work 8 Hanson Concrete Mix Design#3233502 3250 psi for concrete work 8 Seal Right Pavin 's A/C mix designs& Prime coat Submittals THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval IN] For your use ❑ Approved as noted ❑ Submit copies for distribution As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ Copy for your file Remarks Please contact our office if you have any questions. Thank You, cc: RIB, File Signed: R. Erik Mitchell R. Erik Mitchell, Contract Administration 12599 Stotler Court • Poway, CA 92064 • Telephone: (858) 679-5550 • FAX (858) 486-9272 • License #530842 www.seicci.com 01/07/2002 14:55 6194657490 SEALRIGHT PAVING PAGE 02 01/07/$002 14:24 FAY, 858 715 5601 HANSOM SALES & 003 SIPtP CONSULTING GROUP (859)573-1777-Telephone 4455 Murphy Carryon Road,Suite 100 (858) 573-0499-Facsimile San Oingo, California 92123 LABORATORY NUMERR. )REPORT ON A.CCRR"T)t TL$'I'S DAT13 2 101 CLIENT: RANSON ACt GREGiATW SAMPLE DATA: On 2/14101,&C.tG.sampied the A.C. 100 DATA: LABORATORY MIX OWGN I aggregates for eo>0bi'Momen tuts and M11 design, SAN N AR.COS PLANT MIX 0114 GREENBOOK 1!L^(C-2 and C-3) S to No. I 2.Ein 3-Bin Dent Can�Erinad %Used 1 . 49 30 11 2 Sieve Sim t C-3 C-2 2° i 3/4" 101k 2 IOU 100 100 100 B6 2 98 95-140 "-100 318' 1 91 12 2 87 i0-4S 71-90 4 100 24 1 2 61 55.72 50-6 6 80 1 4 2 43 35,73 -35-SO 16 i 14 2 ! gS 30 40 2 22 19-33 15-30 50 2a 2 14 t t0a IR 2 g 300 8 Z i 5.9 44 I 4°7 Hvmm pon4y 149.0 pcf. CA 366 Mmt Thm 156.1 f 4.6%Air Voids __ ! Sand wi vaitati I 60 CA ail 45 Mier. °lo Cashed 991,8 CA103 $5 4l12 mokmm V 34 CA 307 25 Min. 9*Pirkg Nona CA302 aSyiMsx. L.A.Rpe4ltr ! i ( too R4v. 4396 1�Y (y1500 Rent, 19.1% CA 20 i d�*ma. Swat! O.QIt CA30.S _.._. 0.0901dux Hwdrn$WWI 42 CA 366 � 35 mfiL arks: Claim ss vww-80(2-Bin) We Would reoonsukettd the we of s-M aspExalt by D.W.A. "CONFORM"WM Grembook="(C-2 and C-3) ►�� 4�� GROUP � D X Note; Thin wAvj mz dendtr thow4l he vtdfkcdan the d Ate 9t*C=d 0"duedbu or Wit"the het ship kc pkuccd- p1/08/2002 ,10:08 6194657490 SEALRIGHT PAVING PAGE 02 01!07/02 22:60 VAX 760 746 0360 G W A C / FAC-0 1001 *"Hanson h�'3CN AGGF�I�"11'� A PC.WC EC�f tfMrtSTAE=,1.1Ck P.C.sax Q'"m Ntik:':,9.AfiSQ F.t.S 7ti-idQ 1 PRODUCERS,RE ZFtS &MA1Ua'z'SRS OF PETROLEUM PRODUCTS sM=AL PrdtsC:' Emulsified Asphalt Darr: � / 0�.. Grey b k and CaJTr.4ns Gcade: S S—1 H IiaaSnn Aga-e Paeflm sawkw=AxEdm cera,�p �u;�a S 5—1 H desiptred hereon s4ufnr �a r sp^-i;e ors £cr ske rda b3%ji=1ed is tt&ordzxa witn. A 5..1�L, esr: Suycr _ ?e.ciflc OiT CDrqt,rly�� T.,.. CA Coe�igs�s ca- M!ofWiag C:rz.= pacific Gil Spreading, Inc. *ales GrSer T::cx es Gar Tag# As Required pu�rc,: Co=c;T Hatltan�g,��css�traAc YouvsWw4 IlRtgn Mort 094oi 3aa,' OP.Cm 9$1 fii-ftm FIM Rend.$as Aieta.CL 81141 ft(IM 7:1.550 t A4c6z- g= 1 ids ion%"V Lam LJtma 5Qvm co':tY L=cm AW,,w:'s Saxe$ faly. A rosulu s6eukl be wcw4 w6ca ,,r•.-`-r•r siora r iica%zed cg;tdcd Wew are�gn:se^« —,01/09/2002 14,:32 FAX 858 715 5601 HANSON SALES X1002 r■■ ■°■Denson 4koJT- CONCRETE MIX DESIGN MIX ID 2511501 [03] 2500 PSI 1/9/02 CONTRACTOR CONCRETE CONTRACTORS INTERSTATE PROJECT : VIA CANTEBRIA - EL CAMINO REAL SOURCE OF CONCRETE CARROLL CANYON CONSTRUCTION TYPE 2500 PSI Q 28 DAYS PLACEMENT PUMP 211 LINE WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT ASTM C-150 TYPE II/V CEMENT, LB 504 2.56 ASTM C-618 CLASS F FLYASH, LB 126 0.98 WASHED CONCRETE SAND - 67$, LB 1878 11.23 3/8" x #8 COARSE AGGREGATE - 331, LB B98 5.53 WATER, LB (GAL-US) 417 (50.0) 6.69 TOTAL AIR, $ - - TOTAL 27.00 ASTM C-494 TYPE A, OZ-US 31.49 WATER/CEMENT RATIO, LBS/LB 0.66 SLUMP, IN 9.00 CONCRETE UNIT WEIGHT, PCF 141.6 01/09/2002 14:;32 FAX 858 715 5601 HANSON SALES 0 003 ■a■ ■A■ .❑=Hanson Concrete Test Report Summary MiX: 2511501 FIC: 2500 psi January 9, 2002 Sample Sample Slum 3 day 7 day 28 day ID Date p Comp Comp Comp in psi psi psi 103 12/10/97 7.00 ------ -°=____ 107 12/11/97 8.00 Y 2120 2680 127 12/12/97 7.50 _ 2390 3030 121 12/13/97 10.00 - 1920 3115 916 12/13/97 9.00 - 2040 2765 119 12/17/9.7 7.50 1820 2660 233 12/19/97 9.00 _ 2600 3745 7296 12/23/97 5.00 _ 1840 2690 272 12/30/97 8.00 1970 2895 7444 12/31/97 8.00 2220 2740 263 1/ 9/98 8.00 - 1970 2825 2290 2785 7862 1/12/98 6.00 - 1910 2930 275 1/13/98 8.00 - 2100 293 1/21/98 8.00 2610 302 1/26/98 8.00 1860 2820 255 3/ 5/98 9.00 _ 2340 2605 2590 3095 15 3/ 6/98 9.00 - 2610 14341 11/11/98 10.00 _ 3055 14525 12/ 2/98 10.00 _ 2925 15371 12/23/98 10.00 1640 2670 15591 12/29/96 10.00 - 1720 3090 16971 1/27/99 10.00 - 2180 3260 16143 4/ 2/99 8.00 - 1990 2720 9245 12/ 2/99 8.00 2280 3090 9432 12/10/99 9.00 _ 2310 3970 18110 6/26/ 0 _ 2080 3890 - 1450 2805 2418 1/29/ 1 8.00 - 2830 3425 2768 3/20/ 1 - - 2990 6829 7/13/ 1 9.25 _ 3230 6945 7/19/ 1 8.00 3530 3445 Count ---------------- 3340 3635 --------- ---------------- Average ------------------------------------ 29 30 -------------------------------- 8.47 - 2239 3040 Standard Deviation -----_.,__-_-_-__ 1.14 _ ---`- 481 _- Range ------------------------�------------------ ------ 38 -----------`- _ 5.00 - 1450 2505 - Coefficient of Variation ____10.00 3830 3970 13.40 - 21.48 12.66 I�lUUB 430 N. Vineyard Ave. Suite SOU Ontario, CA 91764 ? '` Telephone (909) 974-5556 FAX(909) 974-5523 Cement Sample Identified as: Plant: SIAM Date: 8/7/01 Location:Thailand Production Dates: 6/29/01 Vessel: J.Emma Arrival Date: 7/26/01 Lot No.: P01022SD-S Cemex Terminal; San Diego,CA STANDARD CHE,EMCAL RIEQUIREMENTS 78P'ECrF ASTM C 150 Victorwilie Reference#: zP-01-62 ASTM C 114 TYPE TYPE TYPE TEST iC A TIONS i II Y RESULTS Silicon Dioxide(Si02),% m Aluminum Oxide(A1203),% -"- 20.0 - 21.3$ Ferric Oxide(re203),% Maximum - 6.0 ..._ 3.58 Calcium Oxide(Ca0),% °" 6.0 - 4.19 Magnesium Oxide(MgO),% lVlar;m„m -` "" 66.12 Su1rur Trioxide($03),% 6'0 6.0 6.0 1.05 Loss on Ignition 3.0 3.0 2.3 2.13 ��,% Maxim 3.0 3.0 Insoluble Residue,% 3.0 1.11 Alkalies(Na2O equivalent),% Maximum 0.75 0.75 0.75 0.1 Tricalcium Silicate(C3S),% Maxirauut 0.60 0.60 0.60 Maximmmi 0.24 Dira[C1Gm Silicate((rZ5),% - - "'- 71 Tricalcium AIuminatc(C3A),% Maximum _'- 8 Tetracalcium Aluminoferrite(C4AF),% _ 8 5 2 C4AF+2C3A or C4AF+C % Maximum - 13 PHYSICAL REQUIREMENTS 25 18 (ASTM C204) Blaine Fineness,cm2/gm Minimum 2800 2800 (ASTM C 430) .325 Mesh,% 2800 4150 (ASTM C 191)Time of Setting(Yioat) - 97.8 Initial Set,minutes Minimum 45 45 Final Sep minutes 45 100 Maximum 375 375 (ASTM C 45 1)FaIso Sot,% 375 255 (ASTM C 185)Air Content,-A Minimum 50 50 50 81 (ASTM C 151)Autoclave Expansion,% Maximum 12 12 12 Maximum 0.80 5.2 (ASTM C 187)Normal Consistency,% 0.80 0.80 -0.03 .26.0 (ASTM C 109)Compressive Strength,psi(MPa) 1 Day 3 Day 7 Day Minimum 1740(12.0) 1450(10.0) 1160(8.0) 31.5(4570) Minimum 2760(19.0) 2470(17.0) 2180(15.0 28 Da Minimum _ _ ) 37.0(5370) [ASTM es that the sample of Type IIN Cement,from the above mentioned location,meets or exceeds he chemical and hysical Sperications of:C-160-99a for Type 11 and Type V Low Alkali Portland cements alTrans,Section 90-2,01 Typc II Modified and Typo V/Test 527 0-::d74 z r Federal SS-C1960/3 y' Quality Control Manager CEMEX-Victorville Cement Plant 16888 North"E"St.,Vmtorville,CA 92392 Phoenix Cement Company Clarkdale, Arizona 86324 FLYASH CERTIFICATION ------�----------------- Shipped to: ------------- , HANSOM AGGREGATES Material: CLASS F FLYASH WESLEY, JACOHS/$D CNAPMAN ' Source: 4 Corners PO BOX 639069 ; Specifications: ASTM C-61 SAN DIEGO, CA 92163 8-96 Sample/Testing Method.: ASTM C-311-9 i Lot ID: 5376 Date: 7-24-01 , CHEMICAL ANALYSIS: Total: SiO2 + A1203 + Fe203 Sulfur 'trioxide, S03 93 .19 $ Loss on ignition 0.25 $ Available Alkalies as Na20 0.59 $ Moisture Content 0.60 $ R Factor 0. 05 $ 0 .69- PHYSICAL DATA: Fineness (+325) Pozzolanic Activity Index 17 .1 % 7 day with lime 28 day with cement ($ of control) Water requirement 89.18 % Autoclave Expansion or Contraction 95. 87 % Uniformity Requirements 0.04-$ Specific Gravity War from avg) Fineness (Var from avg) 0 .15 $ Specific Gravity 0 .69 t 2.00 All tests have been made in strict accordance with the current standards of the American Society for Testing and Materials covering the type of flyash specified above_ Lee Gorby, Quality Cont 1 Manager r d r son 0 " mHanson January 9, 2002 LA130RATORY TESTING OF 1"x#4 CONCRETE AGG. HANSON AGGREGATES, CARROLL CANYON SIEVE ANALYSIS(ASTM C136 and C117),percent passing Sieve Size 1" x#4 1-1/2" 100 1" 99 75 42 3/8" 25 #4 3 #8 1 #16 ---- #30 ---- #50 — #100 --- #200 0.3 Bulk Specific Gravity(ASTM C127) 2.59 Bulk Specific Gravity, SSD (ASTM C127) 2.61 Percent Absorption(ASTM C127) 0.8 Resistance to Abrasion(ASTM C535) %Loss After 100 Revolutions 3.2 %Loss After 500 Revolutions 16.1 Soundness (ASTM C88) Total %Loss by Weight 0.5 Cleanliness Value(CALTEST 227) 81 Percent Clay Lumps(ASTM C142) 0.3 NOTE:Hanson Aggregate's laboratory results are obtained using a running average of materials tested on a continuous basis. -- - -- -- -•��_ ••••� �•... .iJ JVV1 IItfiravly aAlr;S �I 011 Bq■ now ■q■ Hanson January 9, 2002 LABORATORY TESTING OF 3/8"CONCRETE AGGREGATE HANSOM AGGREGATES, CARROLL CANYON, SIEVE ANALYSIS (ASTM C136 and C117),percent passing Sieve Size 3/$�� Ya'° 3/8" 100 #4 94 #8 10 #16 1 #30 -- #50 --- #100 #200 °" 0.1 Bulk Specific Gravity(ASTM 0128) 2.56 Bulk Specific Gravity, SS17(ASTM C128) 2.60 Percent Absorption (ASTM C127) 1.2 .Resistance to Abrasion (ASTM C131) %Loss After 100 Revolutions %Loss After 500 Revolutions 3.6 17.0 Soundness(ASTM C88) Total% Loss by Weight 1.2 Cleanliness Value(CALTEST 227) 89 Percent CIay Lumps (ASTM C142) 0.2 NOTE:Hanson Aggregate's laboratory results are obtained using a n=ing average of materials tested on a continuous basis. -- __., ,....... LgjUIZ ■a■ ■U■ ma■ anson January 9, 2002 LABORATORY TESTING OF WASHED CONCRETE SAID HANSON AGGREGATES, PALA SAND PLANT. SIEVE ANALYSIS(ASTM C136 and C117),percent passing i e Size 1 f! WASHED CONCRETE SAND 3/4" 100 1/2" 100 3/8' 100 #4 100 #8 97 #16 87 #30 70 #50 40 #100 15 #200 4 1.3 Bulk Specific Gravity(ASTM C128) 2.66 Bulk Specific Gravity,SSD(ASTM C128) 2.68 Percent Absorption (ASTM C127) 1.0 Soundness(ASTM C88) Total %Loss By Weight 2.5 Sand Equivalent(CALTEST 217) 90 Organic Itnpurites (ASTM C40) 1 NOTE: Manson Aggregate's laboratory results are obtained using a running average of materials tested on a continuous basis. 01/09/2002 14:33 FAX 858 715 5601 HANSON SALES 004 Mon ■o■ °'Hanson CONCRETE MIX ID : 2533502 [03] 2500 PSI MIX DESIGN 1/9/02 CONTRACTOR : CONCRETE CONTRAC'T'ORS INTERSTATE PROJECT : VIA CAN TEBRIA - EL CAMINO REAL SOURCE OF CONCRETE CARROLL CANYON CONSTRUCTION TYPE 520-C-2500 2500 PSI 0 28 DAYS PLACEMENT : PUMP 4" LINE WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) ASTM C-150 TYPE II/V CEMENT, LB YIELD, FT ASTM C-616 CLASS F FLYASH, LB 445 2'26 6 WASHED CONCRETE SAND - 44k, LB 90 0 .70 1" X 44 COARSE AGGREGATE - 56%, L8 17x5 8 .26 WATER, LS (GAL-US) 10.53 TOTAL AIR, � 326 (39.1) 5 .22 ASTM C-494 TYPE A, OZ-US 16.05 TOTAL 27.00 WATER/CEMENT RATIO, LES/LB 0.61 SLUMP, IN 4.00 CONCRE'T'E UNIT WEIGHT, PCF 147.2 01/09/2002 14:.33 FAX 858 715 5601 HANSON SALES 005 ■a■ ■o■Hanson Concrete Test Report Summary Mix; 2533502 F'c: 2500 psi January 9, 2002 Sample Sample Slum p 3 day 7 day 28 day ID Date in Camp Comp Comp --- psi psi. 10488 9/17/98 4.00 _ 1980 _ 11234 9/29/98 4.50 _ 2990 11296 2180 3X85 10/ 8/98 5.50 - 0 2740 12831 10/30/98 4.50 - 172 1720 15976 2/17/99 _ _ 3060 16039 3/ 2/99 - - - 2980 17051 10/12/99 5.00 _ 2740 17053 10/15/99 4.50 1430 2545 17059 10/18/99 4.50 - 1870 2775 17976 5/30/ 0 - _ 2120 3085 18367 8/25/ 0 _ _ - 2970 18377 8/31/ 0 _ - - 2590 18394 9/ 7/ 0 - - - 2595 19101 3/29/ 1 7.50 _ - 2725 19108 4/ 2/ 1 6.75 - 3190 19112 4/ 3/ 1 4.50 _ 3440 19134 4/ 3/ 1 5.50 _ - 3980 19121 4/ 5/ 1 5.50 _ 3985 4302 4/ 9/ 1 3.50 _ 3375 19166 4/23/ 1 4.79 - 2420 3630 19182 4/30/ 1 4.50 - 3510 19183 5/ 1/ 1 5.00 _ - 4360 19201 5/ 8/ 1 4.50 _ 3655 19219 5/10/ 1 5.00 _ 4050 19247 5/18/ 1 5.50 _ 4375 19254 5/23/ 1 4.00 3700 4635 145997 5/23/ 1 4.00 _ 3360 4775 19284 5/30/ 1 5.00 _ 3360 4775 19306 61111 1 5.00 _ 2420 3955 3150 19307 /11/ 1 4.00 4625 6 _ Count ------------------ 3430 4900 -----------14 ------------ g -------- Average _____________ 30 ------------------------------- -4.88 - 2516 3540 Standard Deviation --------------------------------------------------------------------- Range ------------------ 0.88 736 754 ---------------------------------------------------- 3.50 - 1430 7.50 2545 Coefficient Of Variation ----- 3700 4900 18.15 -----.9.27---------21.29-- - 01/09/2002 14:33 FAX 858 715 5601 HANSON SALES X1008 .. 430 N. Vineyard Ave. Suite 500 `` :: ''`''' Ontario, CA 91764 Telephone (909) 974-5556 FAX(909) 974-5523 Cement Sample Identified as: Plant: SIAM Date: 8/7/01 Location:Thailand Production Dates:6/29/01 'Wessel: J.Emma Arrival Date: 7/26/01 Lot No.: i'01022SD.S Cemex Terminal: San Diego, CA VictorvilIe Reference#; STANDAP-D CHEII�IICAL REQUIRENiENTS ASTM C 150 TYPE TYPE TYPE IP-01-62 ASTM C 114 SPECIFICATIONS I TEST II �` RESULTS Silicon Dioxide(Si02),% Minimum 20.0 Aluminum Oxide(AI203),% Maximum .... -- 21.38 Ferric Oxide(Fe203),% 6 0 ~-- 3.58 Maximum 6.0 Calcium Oxide(CaO),% 4-19 �° - Magnesium Oxide(Mg0),% Maximum •.0 ---- 66.12 Sulfur Trioxide(S03),% 6'0 6 0 6.0 1.05 Maximum 3.0 3.0 2.3 2.13 Lass on Ignition(I.OI),% Maximum 3.0 3.0 Insoluble Residue,% 3.0 1.11 Alkalies aximum 0.75 0.75 0.75 0.1 is(Na2O tNa20 equivalent),% Maximum 0.60 0.60 Tricalcium Silicate(C3S),% 0.60 0.24 Dirtilcium Silicate(C28),% Maximum - - "'- 71 Tricalcium Aluminatc(C3A),% Maximum _ - - 8 Tetraoalcium Aluminoferrite C4 _ 8 5 2 C4AF+2C3A)or C4AF+C % Maximum _ 13 PHYSICAL REQUIIMEMENTS __ 25 18 (ASTM C 204 Blaine Fineness,cm2/gnt Minimum 2800 2800 2800 (ASTM C 430) -325 Mesh,% 4150 (ASTM C 191)Time of Setting(Vicar) 97.8 Initial Set,minutes Final Set,minutes Minimum 45 45 45 Maximum 375 375 100 (ASTM C 45 1)False Set 375 255,% Minimum 50 50 (ASTM C 185)Air Content,% Maximum 81 (ASTM C 15 1)Autoclave Expansion,% 12 12 50 17 5,2 Maximum 0.80 0.90 0.80 -0.03 (ASTM C 187)Normal Consistency,% - 26.0 (ASTM C 109)Compressive Strength,psi(Mpa) 1 Day _ 3 Day Minimum 1740(12.0) 1450(10.0) 1160(g.0) 31.5(4570 7 Day Z8 D ay Minimum 2760(19.0) 2470(17.0) 2180(15.) 37.0(5370) Minimum _ CEMEX hereby certifies that the sample of Type III Cement,from the above mentioned Iocatian,meets or exceeds he chemica6920 physical Specifications of: ASTM C-160-99a for Type II and Type V Low Alkali portland cements CalTrans,Section 90-2,01 Type II Modified and Type v/Test 527 gy; Federal SS-C-1960/3 Quality Control Manager CEMEX-Vctorville Cement Plant 16888 North"E'St.,Victorville,CA 92392 01/09/2002 14:34 FAX 858 715 5601 HANSON SALES Cj009 Phoenix Cement Company Clarkdale, Arizona 86324 FLYASH CERTIFICATION ------------------------ Shipped to: i i Material; CLASS F FLYASH HANSON AGGREGATES WESLEY, JACOHS/ED CHAPMAN ' Source: 4 Corners PO BOX 639069 ; Specifications : ASTM C-618-96 SAN DIEGO, CPS 92163 ; Sample/Testing Method: ASTM C-311-9 r Lot ID: 5376 Date: 7-24_01 ----------------------------------------------------------------------------- CHEMICAL ANALYSIS: Total : SiO2 + A1203 + Fe203 Sulfur Trioxide, S03 93 .19 % Loss on ignition 0.25 % Available Alkalies as Na2O 0.59 $ Moisture Content 0. 60 % R Factor 0 . 05 % 0 .69- PHYSICAL DATA: Fineness (+325) Pozzolanic Activity Index 17 .1 % 7 day with lime 28 day with cement (% of control) Water requirement 89 .18 % Autoclave E 95 . 87 % Expansion or Contraction Uniformity Requirements 0. 04 $ Specific Gravity (Var from avg) 0 15 Fineness (Var from avg) Specific Gravity 0 .69 % 2 .00 All tests have been made in strict accordance with the current standards Of the American Society for Testing and Materials covering the type of flyash specified above. Lee Gorby, Quality Cont 1 Manager 01/09/2002 14:34 FAX 858 715 5601 HINbUiv 'JALZO r ❑ r MEN ° OHanson January 9, 2002 LA13ORATORY TESTING OF 1"x#4 CONCRETE AGG. I3ANSON AGGREGATES, CARROLL CANYON SIEVE ANALYSIS(ASTM C136 and C 117),percent passing Sieve Size 1" x#4 1-1/2" 100 1" 99 34°' 75 %2" 42 3/8" 25 #4 3 #8 1 #16 ---- #30 ---- #50 #100 --- #200 0.3 Bulk Specific Gravity(ASTM C127) 2.59 Bulk Specific Gravity, SSD (ASTM 0127) 2.61 Percent Absorption (ASTM C127) 0.8 Resistance to Abrasion(ASTM 0535) %Loss After 100 Revolutions 3.2 %Loss After 500 Revolutions 16.1 Soundness (ASTM C88) Total %Loss by Weight 0.5 Cleanliness Value(CALTEST 227) 81 Percent Clay Lumps (ASTM C142) 0.3 NOTE:Hanson Aggregate's laboratory results are obtained using a rmmning average of materials tested on a continuous basis. 01/09/2002 14:34 FAX 858 715 5601 HANSON SALES [a Oil B0■ MEN ■ Q ■Hanson January 9,2002 LABORATORY TESTING OF 3/8" CONCRETE AGGREGATE HANSON AGGREGATES, CARROLL CANYON, SIEVE ANALYSIS (ASTM C136 and C117),percent passing Sieve Sizes 3/8" %2" 3/g» 100 #4 94 #8 10 #16 1 #30 -- #50 `--- #100 ""'- #200 '"'" 0.1 Bulk Specific Gravity(ASTM 0128) 2.56 Bulk Specific Gravity, SSb (ASTM 0128) 2.60 Percent Absorption (ASTM C127) 1.2 Resistance to Abrasion (ASTM C131) Loss After 100 Revolutions %LOSS After 500 Revolutions 3.6 17.0 Soundness(ASTM C88) Total % Loss by Weight 1.2 Cleanliness Value(CAI.TEST 227) 89 Percent CIay Lumps (ASTM C142) 0.2 NOTE'Hanson Aggregate's laboratory results are obtained using a running average of materials tested on a continuous basis. 01/09/2002 14:34 FAX 858 715 5601 HANSON SALES IM 012 ■a■ ■o■ ■a■Hanson January 9, 2002 LABORATORY TESTING OF WASHED CONCRETE SAND HANSON AGGREGATES, PALA SAND pLANT. SIEVE ANALYSIS(ASTM C136 and C117),percent passing Siev—�a Size 1„ WAS RED CONCRETE SAND 3/41' 100 1/2" 100 3/8'», 100 #4 100 #8 97 #16 87 #30 70 #50 40 #100 15 #200 4 1.3 Bulk Specific Gravity(ASTM C128) 2.66 Bulk Specific Gravity,SSD(ASTM C128) 2.68 Percent Absorption (ASTM C127) 1.0 Soundness(ASTM C88) Total %Loss By Weight 2.5 Sand Equivalent(CALTEST 217) 90 Organic Impurites (ASTM C40) I NOTE; Ranson Aggregate's laboratory results are obtained using a running average of materials tested on a continuous basis. 01/09/2002 14:33 FAX 858 715 5601 HANSON SALES Q006 ■O■ ■n■ 0130 Hanson MIX ID : 3233502 [031 CONCRETE MIX DESIGN 3250 PSI 1/9/02 CONTRACTOR ; CONCRETE CONTRACTORS INTERSTATE PROJECT : VIA CANTEBRIA - EL CAMINO REAL SOURCE OF CONCRETE ; CARROLL CANYON CONSTRUCTION TYPE ; 560-C-3250 3250 PSI @ 28 DAYS PLACEMENT : PUMP 4" LINE WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) ASTM C-150 TYPE II/V CEMENT, LB YIELD, CU FT ASTM C-618 CLASS F FLYASH, LB 479 2.44 97 0.76 WASHED CONCRETE SAND - 43$, LB 1332 1332 7.96 1" x 44 COARSE AGGREGATE - 57�, LB WATER, LB 1719 10.56%(GAL-US} 330 {39,5) 5.28 TOTAL AIR, ASTM C-494 TYPE A, OZ-US 23 . 05 TOTAL 27.00 WATER/CEMENT RATIO, LBS/LB SLUMP, IN 0.57 CONCRETE UNIT WEIGHT, pCF 4. 00 146.6 01/09/2002 14:33 FAX 858 715 5601 HANSON SALES f7j007 son ■f■ ■❑■Hanson Concrete Test Report Summary Mix: 3233502 F''c: 3250 psi January 9, 2002 Sample Sample Slum 3 day 7 day 28 day --ID Date in p Comp Comp Comp psi psi ----- - -----------r C`----- ------ 18782 12/18/ 0 5.00 18846 1/ 4/ 1 4.00 - 3970 18983 2/12/ 1 3 75 2860 4020 19026 3/ 2/ 1 4.00 _ 5030 3251 3/ 5/ 1 4.00 _ 4710 4309 4/10/ 1 4.00 2940 3515 19154 4/16/ 1 4.50 - 2810 4065 4651 4/20/ 1 4.00 4590 19262 5/24/ 1 4.75 3260 4190 19263 5/24/ 1 4.00 3910 5510 19264 5/24/ 1 4.50 4240 5730 19265 5/24/ 1 4.00 4080 5410 19276 5/29/ 1 4.50 - 3590 5490 19277 5/29/ 1 5.50 4000 5705 19293 61 4/ 1 4.25 3610 5190 19294 6/ 4/ 1 4.50 3750 5110 19295 6/ 4/ 1 4.50 3940 5135 5982 61 6/ 1 - 3550 4590 5985 6/ 61 1 - 2.550 3.910 6001 61 8/ 1 5.00 2680 3840 19308 6/13/ 1 5.00 2640 3695 19309 6/13/ 1 4.50 3820 5235 19318 6/14/ 1 4.50 3500 4880 19325 61201 1 3.25 _ - 3835 19326 6/21/ 1 4.50 3570 4665 19364 7/ 6/ 1 - - 3340 4200 6773 7/12/ 1 3.50 4560 4405 8569 9/25/ 1 4.00 2880 4030 8626 9/28/ 1 2.50 2680 3615 19535 10/ 9/ 1 4.75 2760 3755 Count --------------------------------------- ---------------- - 5455 -------------------------------- Average --------- 30 - ----------- Standard Deviation -------__ 3398 4589 .27 -- -------- ----- _ - ----- -- Range ------------- sa. 690 .61 ` ------ "------------------------- 2.50 5-50 2550 3515 Coefficient of Variation ------- 4560 5730 14.25 ---------------- - 17.07 25.02 430 N. 'Mine yar d Ave. Suite S00 ........... Ontario, CA 91764 ':fti:: ti Telephone 909 5 One (909) 974- 556 ::......�...:.;!.:..r;!_;;. FAX(909) 974-5523 '' Cement Sample Identified as: Plant: SIAM Date: 8/7/01 Location,Thailand ProdUCtion Dates:6129101 'Wessel: J,Emma Arrival Date:7/26/01 Lot No.: P01022SD-S Cemex Terminal; San Diego,CA STANDA1tD CFIEIVIZC�,REQUIREMENTS ASTM C 150 Victol'wilIe Reference#: IP-01-62 ASTM C 114 TYPE T�'E TYPE TEST SPECIFICATIONS I II Y Silicon Dioxide(SiO2) %% RESULTS Aluminum oxide(A1203),% Mmtmimi ---- 20.0 - Maximum 21.38 Ferric Oxide(Fe203),% �� - 6.0 `--- 3.58 Calcium oxide(Ca0),% °'- 6.0 - 4.1 Magnesium Oxide(Mg0),% - - 66.12 9 ---- Sulfur Trioxide(S03),% Maximum 6.0 6.0 6.0 9 1.05 Loss on Ignition(LOl),% 3.0 3.0 2,3 2.13 Insoluble Residue,% Maximum 3.0 3.0 3.0 1.11 Mum 0.75 0,75 0.75 Alkalies(Na20 equivalent),% Maximum 0.60 0.1 Tricalcium Silicate(CH),% 0.60 0.60 0,24 Dicalcium Silicate(C2S),% Maxmamn --- - .._ 71 Tricalciurn Aluminate(C3A),% - _ 8 Tetrlcium Aluminoferrite C4 Maximum - ( AF),% 8 5 2 C4AF+2C3A or C4AF+ % Maximum - - 13 PHYSMAL REQUII>iEMENTS 25 18 (ASTM C 204) Blaine Fineness,cm2/gn, M Inimttm (ASTM C 430) 325 Mesh,% 2800 2800 2800 4150 (ASTM C 191)Time of Setting(Vicar) --- - 97.8 Initial Set,minutes Minimum 45 45 45 100 Final Set,minutes (ASTM C 45 1)False Set,% Maximum 375 375 375 (ASTM C 185)Air Content,% Minimum 50 so 255 Maximum 50 81 (ASTM C 15 1)Autoclave Expansion,% 12 12 1� Maximum 0 5.2 (ASTM C 187)Normal Consistency,% 0.80 S0_ 0.80 -0.03 (ASTM C 109)Compressive Steen psi - 26.0 1 Day a P (Wa) 3 Day Minimum "" -- - 17.8(2580) 7 Day 1740(12.0) 1450(10.0) 1160(8.0) 31.5(457p) 28 Da Minimum 2760(19.0) 2470(17.0) 2180(15.0 Minimum _ _ ) 37.0(5370) rA y certifies that the sample of Type II/V Cement,from the above mentioned location,meets or exceeds the chemicaland ifications of: 99a for Type II and Type V Low Alkali Portland cements on 90-2,01 Typc II Modified and Type V/Test 527 60/3 �-�auz�'Aw Y Quality Control Manager CEMEX-Victorville Cement Plant 16888 North"E"St,,Victorville,CA 92392 Phoenix Cement Company Clarkdale, Arizona 86324 FLYASH CERTIFICATION --------------------- Shipped to: � -'-- Material: CLASS F FLYASH HANSON AGGREGATES WESLEY, JACOBS/ED CHAPS ' Source: 4 Corners PO BOX 639069 ; Specifications: ASTM C-618-96 SAN DIEGO, CA 92163 ; Sample/Testing Method: ASTM C-311-9 i Lot ID: 5376 Date: 7-24-01 ------------------------ CHEMICAL ANALYSIS: Total: SiO2 + Al2O3 + Fe2O3 93 .19 Sulfur Trioxide, SO3 0. 19 % Lose on Ignition Available Alkalies as Nato 0.59 % Moisture Content 0.60 $ R Factor 0.05 0 .69- PHYSICAL D&TA: Fineness (+325) Pozzolanic Activity Index 17 .1 7 day with lime 28 day with cement (% of control) Water requirement 89.18 Autoclave E 95.87 xPansion or Contraction Uniformity Requirements 0.04-% Specific Gravity (Var from avg) 0 .15 Fineness (Var from avg) Specific Gravity 0 $ .00 All tests have been mad* in strict accordance with the current standards of the American Socl9ty for Testing and Materials covering the type of flyash specified above. Lee Gorby, Quality Cont 1 Manager MEIN m " mHanson January 9, 2002 LABORATORY TESTING OF 1"x#4 CONCRETE AGO. IJANSON AGGREGATES,CARROLL CANYON SIEVE ANALYSIS(ASTM C 13 6 and C117),percent passing Sieve Size 1" x#4 100 1» gg 3/,t" 75 %a" 42 318" 25 #4 3 #8 1 #16 ---- #30 ---- #50 — #100 --- #200 0.3 Bulk Specific Gravity(ASTM 0127) 2.59 Bulk Specific Gravity, SSD (ASTM 0127) 2.61 Percent Absorption(ASTM C127) 0.8 Resistance to Abrasion(ASTM 0535) %Loss After 104 Revolutions 3.2 %Loss After 500 Revolutions 16.1 Soundness(ASTM C88) Total%Loss by Weight 0.5 Cleanliness value(CALTEST 227) 81 Percent Clay Lumps (ASTM C142) 0.3 NOTE:Hanson Aggregate's laboratory results are obtained using a rmmning average.of materials tested on a continuous basis. son now Hanson January 9, 2002 LABORATORY TESTING OF 3/8"CONCRETE AGGREGATE HANSOM AGGREGATES, CARROLL CANYON, SIEVE ANALYSIS (ASTM C136 and C117),percent passing Sieve Size 3/8" 3/8" 100 #4 94 #8 10 #16 1 #30 -- #50 `--- #100 - #200 0.1 Bulk Specific Gravity(ASTM C128) 2.56 Bulk Specific Gravity, SSD(ASTM C128) 2.60 Percent Absorption (ASTM C127) 1.2 Resistance to Abrasion (ASTM C131) %Loss After 100 Revolutions %Loss After 500 Revolutions 3.6 17.0 Soundness(ASTM C88) Total% Loss by Weight 12 Cleanliness Value(CALTEST 227) 89 Percent CIay Lumps (ASTM C142) 0.2 NOTE:Hanson Aggregate's laboratory results are obtained using a run ing average of materials tested on a continuous basis. mum 0" Hanson January 9,2002 LABORATORY TESTING OF WASHED CONCRETE SAND HANSON AGGREGATES, PALA SAND PLANT. SIEVE ANALYSIS(ASTM C136 and C117),percent passing S' a Sfxe WAS ' D CONCRETE SANp 3/4" 100 1/2" 100 3/8'"' 100 #4 100 #8 97 #16 87 #30 70 #50 40 #100 15 #200 4 1.3 Bulk Specific Gravity(ASTM C128) 2.66 -Bulk Specific Gravity, SSD (ASTM C128) 2.68 Percent Absorption (ASTM C127) 1.0 Soundness(ASTM C88) Total %Loss By Weight 2.5 Sand Equivalent(CALTEST 217) 90 Organic Impurites (ASTM C40) 1 NOTE: Hanson Aggregate's laboratory results are obtained acing a running average of materials tested on a continuous basis. CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT CATALOG CUT/SHOP DRAWING TRANSMITTAL AND APPROVAL SUBMITTAL NO. PART 1 FOR CONTRACTOR USE FROM(CONTRACTOR) TO(DESIGNER) J�/VC,G c A /A L1, ��- C CONTF ACT FOR: (CONTRACT TITLE) THE FOLLOWING ITEMS ARE UBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM FOR EACH SPEC. SECTION) A/E RECOMMEND CITY ACTION NO. (A) (B) (C (D PACT SPECIFICATIONS RE FACTORY 4� DECTION YES NO NEW SUBMITTAL RESUBMITTAL SIGNATURE PART II - FOR DESIGNER USE FR (DESIGNER) TO / ITEM HAS BEEN VIEWED.THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See'Column "C") COMMENTS: � SIGNATURE G �L DATE - PART III - FOR CITY USE FROM ,-- i TO (CONTRACTOR) Z-��L ENCLOS RETURNED. APPROVAL OR DISAPPROVAL INDICATED ABOVE. (See Column"D") ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED:(A code letter will be inserted for each Item in Column D,Section 1,above) A. -APPROVED AS SUBMITTED. C.-APPROVED,EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET.RESUBMISSION REQUIRED. B. -APPROVED,EXCEPT AS NOTED -WILL BE RETURNED BY SEPARATE CORRESPONDENCE. ON DRAWINGS. RE SSION NOT REQUIRED. .-DIS ROVED. SEE ATTACHED SHEET. NOTE:Approval of it d s not reliev eontracfrom c plying with all the requirements oft contract plans and specifications. j SIGNATURE— DATE mI5196 IOC # 2002-0319501 Recording Requested By: ) APR 16 , 2002 4 : 28 PM OFFICIAL RECORDS City of Encinitas ) SAM DIEGO COWTY REC RDER'S OFFICE GREGORY J. SMITH, CM RECOW When Recorded Mail To: ) FEES: 0.00 City Engineer ) CITY OF ENCINITAS ) 505 South Vulcan Avenue ) SPACE ABOVE FOR Encinitas, California 92024 ) RECORDER'S USE CITY OF ENCINITAS, CALIFORNIA NOTICE OF COMPLETION To all Subcontractors, Laborers, Material Men and Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on or about March 15, 2002, the project, CMS01G, entitled "El Camino Real and Via Cantebria Street Improvements", in which Single Eagle, Inc., dba Concrete Contractors Interstate, was the contractor and I.C.W. Insurance Company of the West, was the surety, was completed. CITY OF EN I S Leroy Bodas City Engineer VERIFICATION OF CITY CLERK I, the undersigned, say: I am the City Clerk of the City of Encinitas; the City Council of said City on April 10, 2002, accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on April 10, 2002 at Encinitas, California. CITY OF ENCI ITAS bor Cervone City lerk C> CZt�I Of } Encinitas December 6, 2001 Mr. Russel Baumgartner Single Eagle Inc., dba Concrete Contractors Interstate 12599 Stotler Court Poway, CA 92064-6831 Re: El Camino Real and Via Cantebria Street Improvements Mr. Baumgartner; This is to inform you that the City Council of Encinitas approved the award of the aforementioned contract to your company. I am enclosing three copies of the contract documents that need to be completed and returned to our office. These include the Faithful Performance Bond and the Labor and Materials Bond which must be executed. Upon the return of these completed documents to our office we will issue the Notice to Proceed. YOU may call me if you have questions concerning this or the project. Sinceretv,_ /.ociaite ree Civil Eng ineer City of Encinitas 505 South Vulcan Avenue Encinitas, Ca. 92024 760.633.2702 Fax 71,0.633.2818 ,1. recycled paper Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:42; Page 2 PALOMAR TRANSIT MIX _A P.O.Box 461179 1 Escondido,CA 92048-1179 �.. Main Office(760)737-3486.Fax#(760)737.2812 Sales Office Fax#(760)480-9466 FJAN2 52 IL 0 CONCRETE COXTR. INTER. Sl tl lI/2002 12599 STOTLER COURT POWAY, CA 92064 EL CAMINO FWAL & VIA CANTRARIA ENCINITAS Dear. Sir As s year, request we data a s are submittID9 the at.toched concrete hert,is3 cantalning Palomar Transit Mix standard six desi.gn(s) for your approval far' the abava semi oned pr a jrrct. The ce00>nt will be in accordance with ASTH C-150. Typo` lI/V. low alkali. They a9gregat&0 and ready mixed concrete will be from saur•css On Indicated an the data sheens). Each falx car, be "pected to produce cOher•rrt.e meeting the acceptance cr'At.eria of ACI 310-97, paragraph 5. 3. for the respective Gasprasslve strength as indicated provided the design slump and/or voter/cement ratio is fiat exceeded. Poc"UALV ,aubmitted, E.srr C r son Tefstinq borstory Cnclaaure Attached Dispatch office Escondido;Oceanside (760)480-8191 Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:42; Page 5 PALOMAR TRANSIT MIX , � P.4.Box 461179 � Escondido,CA 92M,i 179 Main Offlco(760)7373486-Fax#(760)737.2812 Sales Office Fax#(760)480-9468 L• )date: 10-]an_02 Va106ri I! OU'e W&SUM n Div - SD Ready Him pea 1 Time: 08=11 Mix D0619ft Weights and Volum" C9132 COO__�z�t�zaarx000 OOazaar070ZC CCaC OOCO_OZa zrxe�0a�a asax 4C 0000��-- = Rix Number: 103203 Product UGH.- yd Schedule plant: 90 Design =lumps 4.0e 3250 PSI 0 2a Days Material Batch Percent. Spemilic Alboolute Quantity 61 Aggr"ate Gravity Volume -- }------------------- ------- CEMENT 475.90 3.15 1:LXASM 101.QA '> 0►� 0. 79 1" 1446. 431_95 2.89 7-99 3 i6*C;G 315.00 16.12 2.74 1.89 MC9 1932.ee 45-SG 2.731 fit.35 Mater (981. 1 Da_ 3 3a.(col 311 G.Z�4 5.tZt7 Adnixtures s W>F OA-641 16.70 0.00 Air percentage 2.0A 8.54 wl(C*F> Ratio 0. 55 =M======= Aggravate GradLngsQ Percent passing I Slave SIZE 1 2 112 1 3/4 1/2 We 4 a 16 b/y ---------------------------- 1" Ca I 1 100 100 85 35 12 3 0 0 $'-- ---�--�0 3/86CS 1 100 lea ISO too 100 95 15 1 0 e a a a MCS t 1010 1 tills 1001 10101 1001 1001 98 82 62 42 19 7 aza�p CpOCO_.ar=.:010CC=as saaC003a r---- _- Lazar=--pazazsaaa,-o0==c0=Ora- Czarz=z GCII!01IAEI) 1 1001 1 1011 93 71 48 38 28 19 9= 3 1 Aggregate Source: I` CG PALA 3!8'"CG PALA MCE PALA Notes: 565C3250 APWA (Greenbook) Pump 4" Line Dispatch Office Lgrondido:Oceanside (760)4803191 Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:43; Page 6 �x CALIFORNIA PORTLAND CEMENT COMPANY « 9390 OAK CREEK Ro140, MOJAVE. CA 93¢01 / rKL. (805) 824.2401 FAX (005) 024.4900 Manufacturer's Certification We hereby ccrt*that Mojave Type UN Low Alkali cement supplied to you has been manufWalmd in a000(dance with and meets the standard requirements of the carrent ASTM C ISO speeirscation tar TYPE II and TYPE V cement, Additionally,Mojave Type Wv a ment meets the requirements of Caltram Standard 3pftificatians Sec. 90 paragraph 2.01. F011owing are the average chemical and physical data for the month of November,2001: Chemical Analysis TYPE 11 TYPE V MOJAVE Requirements R.equirt wcnts TYPE Q/V Silicon dioxide (8102), min,% 20.0 21.61 Aluminum oxide (AI203), max.% 6.0 3.45 Ferric oxide (Fe203), max.% 6.0 --- 3.67 Magnesium oxide (MgO), max,% 6,0 6.0 2.0 Sulfur trioxide(S03), max,% 3.0 2.3 2.9(10) Loss on ignition, max,% 3.0 3.0 1.9 Insoluble residue, max,% 0.75 0.75 0.36 Alkalles(N220+0.658K20), max,96 0.80 0.60 0.59 Tricalcium silicate (C38), % 60 Tricalcium aluminate =A), max,% g 5 crc? 3 Tetracalcium aluminofenite (C4AF),96 - 3 C4AF t 2 (CU), max.% - 250C) 1T Physical Data Air content of mortar, max,% 12 12 6.6 Normal consistency,% --- -. 25.9 Passing 45um (no. 325)sieve, % ___ 97.1 Fineness, specific surface, min,m2/kg 280 280 388 Autoclave expansion, max,96 0.80 0.80 -0.01 Compressive Strength, min, Mpa, (psi 3 days 10.0 8.0 25.1 7 days (1450) (1160) (3647 17.0 15.0 32.1 (2470) (2180) 4650 28 days(from previous month) 28.0 21.0 (47.4) Vicat, initial set, min.-max.,minutes 4.5--375 45-375 (6677) C 1038, 14 day max, % expansion 127 C 452, 14 day max, % expansion"';'I 0_-- 0'020 0.003 False Set, final 0-040 0.026 penetration, min,9` 50 50 86 Caitrans 527-D, max. % expansion 0.010 0.010 Caltrans 527-D, max. %contraction 0.048 0.048 0.003 0.047 Apparatus and rt"ox's used in d''s bbarattay hays bean&-G(*ad by ft COW[and Cowele Reference Laboratory of the Na6ot)al Institute of Standards and Technology Los#pxkks are array=ad by X rq FkK"Wenoe Specs wmlry. Applicable ASTM C 154 Notes Table 1 :Nate 0 Two are mcs*hero optimum S03(tain9 Tat Whod CW)for a PaAiadar ter w is dose to or in excess of t1w Nmit 0 B1ia tG craod tl1e it,SUg h the table, �iee of a eameni can be improved by axcaed V the S03 fmit stated in this W*.4 is permas prwkbd it tray been dw4"froled by Test t„(RpW C 1039 that the Carroll t with the xxraased S03 w,q not dev ft ntp wwt m water one ft O.t^at 14 drya. when the mar�ufa wet suD 60 owent under this p.wispn shat, 4w Mw at supply dmta b ow Pdaaer. Table I.Note C Doss not copy when apborw a dkis iat�le a Mole 0 When ihs auHste roan o raais�Ce tirrut is apee9fed apodtied,d shat be rumd or are tim"of CU and GW-2C3A Jerold S. Kennedy,Quality Control Superintcn&nt sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:43; Page 7/11 Phoenix Cement Company ClarkdAle, Arizona 86324 FLYASH CERTIFICATION Shipped to: ----- ----- ---`---------------------------------- --- VULCAN MATERIALS Material; CLASS F FLYASH � ATT'N: PHIL HARRIS ; Source: 4 Corners P O Box 3098 ; Specifications: ASTM C-618-96 SAN DIEGO, CA 92103 ; Sample/Testing Method: ASTM C-311-96A Lot ID: 5392 Date: 10-05-01 ------------------------------------------------------------------------ ----- CHEMICAL ANALYSIS: Total: S102 + A1203 + Fe203 88 .37 $ Sulfur Trioxide, S03 0 .26 $ Loss on Ignition 0.36 $ Available Alkalies as Na20 0 .45 $ Moisture Content R Factor 0 .02 $ 0 . 54- PHYSICAL DATA: Fineness (+325) 18 . 0 % Pozzolanic Activity Index 7 day with lime 28 day with cement (% of control) 88_35 $ Water requirement 95. 87 $ Autoclave Expansion or Contraction 0 44-% Uniformity Requirements Specific Gravity War from avg) Fineness (Var from avg) 0 .45 % Specific Gravity , 1 . 47 % 2 .01 All tests have been made in strict accordance with the current standards of the American Society for Testing and Materials covering the type of flyash specified above. Cr Lee Gorby, Quality Con 1 Manager Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:43; Page 8/11 i P R O D U C T l N F O R M A T I O N Dar atar d 17 Initial Set Retarder ASTM C 494, Type B & Type D � Description Daratard• 17 admixture is a rcady-to-usc aqueous solution of hydroxylated organic compounds. Ingredients are factory premixed in exact proportions to minimize handling, eliminate mistakes and guesswork. 1.17 kg weighs approximately 1 L (1 gal/10.2 lb). Uses Daratard '17 retards the initial and final set of concrete. At the usual addition rate of 195 mLl 100 kg(3 fl oz/100 lb)cement it will extend the initial setting time of Portland cement concrete by 2 to 3 hours at 21°C (70°F). Daratard 17 is used wherever a delay in setting time will insure sufficient delivery,placement, vibration or compaction tune, Water-Reducing properties when the primary purpose is to such as in: Along with set retardation, delay and control the setting time • Hot Weather Concreting Daratard 17 provides water- of concrete. When time and rem- • Transit Mix Concrete reduction (typically 8 to 10%)in perature are not major considera- Prestressed Concrete a concrete mix. This water-reduc- tions, Grace Construction • ing action of Daratard 17 -ro �, p Product's water-reducing admix- Daratard 17 is also used in special duces greater plasticity and tunes such as WRDAm with applications,as in bridge decks workability in the fresh concrete HYCOI I-"should be used. wherc it extends plastic character- and the strength and permeability istics of the concrete until pro- of the hardened concrete are plea- Compatibility with Other gressive deflection resulting from surably improved. Daratard 17 is Admixtures increasing loads is completed. designed for use on jobs where Daratard '17 is compatible in con high temperatures or extended Crete with all commercial air- setting times are the prime fac- entraining admixtures,such as tors. It is recommended only Daravair•. Due to the slight air- Construction Products Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:43; Page 9/11 entraining properties of Daratard Dispensing Equipment Architects, Specification for 17,itself,the addition rate of A complete line of accurate,auto- Concrete Retarding Daravair may be reduced by matic dispensing equipment is Admixture about 2S%, By combining the available.Daratard 17 may be Concrete shall be designed in separate effects of air entrainment introduced to the mix with the accordance with ACI Standard and dispersion, the water require- sand or with the water. Recommended Practice for meet of concrete may be reduced Selecting Proportions for up to 15%. Each admixture P*okaging Concrete (ACI 211,1). should be added separately. Daratard 17 is available in bulk, d The set-retarding/water-reducing delivered by metered tank trucks, Addition Rates and 210 L(55 gal) drums. It con- admixture shall comply with Addition rates for Daratard 17 tains no flammable ingredients. ASTM Designation C 494,Type will range from '130 to 520 mL/ Daratard 17 will freeze at about D admixture, and shall be 100 kg(2 to 8 fl oz/100 lb)of -20C(28 0F),but will return to full Daratard 17, as manufactured by cement. The amount to be used strength after thawing and thor- Grace Construction Products,or will depend upon the degree of ough agitation. equal. Certification Of.cotnpliance retardation required under job shall be made available on conditions. Longer setting times request. It shall be used in strict or higher temperatures will accordance with the manufactur- require higher addition rates. er's recommendations. Conversely, the addition rate will The addition rate shall be adjust- be lower for shorter extensions of ed to produce the specified retar- dation of the concrete mix at all temperatures. W.R.Grace&(:n,.r-un_ ¢2 Whittemore Avenue Cambridge,MA 02140 "*'RDA.. ��aaovaAaa.i6,��4�bwadmdwaa.a nrda.d h wr do noe.�.w dro eridu n Ir oborneL Flo.rYl ior�r.nne � w r cHad fr dr awn a,'wnw. No p�pr -iodaro m ] h G. i2 R6eevre Ayny.C�mEnar.MA Oj�p, E; br( m4 y �' ' v�aaOaa�'�aearRr ,N.L G• YAK eA+.R say ae.oved by p,,,b ,P-4av ana:y CVPYr+Or iris. #.Gana R`ad 1►e.`A�aa 4auew .G 6ts x�. � .PE C4W � Wr-4D Miwwd w uma W FAq)Ma, Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:44; Page 10/11 �r P R O a U C T I N F 0 R M A T 1 O N WRDAO 64 Water-Reducing Admixture ASTM C 494, Type A and Type D Description WRDA'64 is a polymer based aqueous solution of complex organic compounds. WRDA 64 is a ready-to-use low viscosity liquid t which is factory pre-mixed in exact proportions to minimize handling,eliminate mistakes and guesswork. WRDA 64 contains no calcium chloride and weighs approximate- ly 1.21 kg/L(10.1 lb/gal), Uses WRDA 64 produces a concrete with lower water content (typical- ly 8 to 1.0% reduction),greater plasticity and higher strength. It is used in ready-mix plants, block and concrete product plants, in lightweight and prestressed work ... wherever concrete is produced. The use of WRDA 64 produces a Finishability plastic concrete that is more Finishers have stated that the Advantages workable, easier to place and cement paste,or mortar, in WRDA 64 offers significant more finishable than plain or WRDA 64 adrnixrured concrete advantages over single component other admixtured concrete.In the has improved trowelability. The water reducers. Water reduction hardened state, WRDA 64 con- influence of WRDA 64 on the fin- and setting times are more consis- crere has higher compressive and ishability of.lean mixes has been tent due to the polymer compo- flexural strengths at all ages than particularly noticeable.Floating vents. WRDA 64 also performs untreated or conventional admix- and troweling, by machine or especially well in concrete con- turgid concrete. hand, imparts a smooth,closr tc,l- taining fly ash and other The greater degree of plasticit crancr surface. y potzolans. achieved,compared with conven- tional warer-reducing admixtures, allows improved finishability. GRAa Con*uotlon Products Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:44; Page 11 /11 Addition Rote By combining the separate effects The water-reducing The addition rate range of WRDA of air-entraining and dispersion, 64 is 195 to 390 m reducing and retarding)admix- L/100 kg the water requirement of concrete ture shall be (3 to 6 fl oz/100lb) of cement, may be reduced up to 15%. WRDA 64,as Pretesting is required to determine EACH AD manufactured by Grace the appropriate addition rate for MIXTURE SHOULD Construction products, or equal. BE ADDED SEPARATELY. While The admixture shall Type A and Type D performance. WRDA 64 contains no c not contain calcium Optimum addition depends on calcium chloride. It shall be used the other crfncrrte mixture com- cal-chloride,it is compatible with in strict accordance with the rnan- clam chloride in concrete mixes.ponents, job conditions, and ufacturer's recommendations. The desired performance Again, each should be added sep- admixture shall comply with characteristics. aratcly. ASTM Designation C 494, Type Packaging A Water-reducing (or Typc D Dispensing Equipment WRDA 64 is available in bulk warcr-reducing and retarding) A complete line of accurate, auto- admixtures, Certification of com- matic dispensing equipment is delivered by metered tank trucks, pliance shall be made available on and in 210 L (55 gal) d available. WRDA 64 may be rums. WRDA 64 contains no flammable request. introduced to the mix on the sand ingredients. It will freeze at about The admixture shall or in the water. be considered -2°C(28T), but will return to full part of the total water.The Compatibility With Other Strength after thawing and thor- admixture shall be delivered as a Admixtures ough agitation. ready-to-use liquid product and WRDA 64 is compatible in con- Shall require no mixing at the Architects Specification for batchtng Plant or job site_ cretr with all air-entraining Concrete Wetter-Reducing admixtures such as Darexe H AEA Admixture and Daravajr'. Due to the slight Concrete steall be designed in air-entraining properties of W accordance with t1Ci Standard WRDA 64,64, itself,the addition Recommended Practice far rate of air-entraining admixture Selecting Proportions for may be reduced by about 25%_ Concrete,ACI 211. W.R.Crate 8r.o,,,_C)n,, 62 Whi A. rremorc Avenue Cambridge,MA 02140 1 � D a d Dw,,..;�,,, vhf at i•0.Grow ac C*.C4s& i,MO.4 Ildorsrwu 6!,e wi8 M b Yq we do r+f w..rr 4 k Dual a.Mu a.J knovle eawAtt[J W Y ueRetat Yr rl„yK„• _ wry �_1�m 6e uhbdd Fkre.Md nY o a _ �eww. 8r.m•f.e�i..i2 Mhrlglwe Ate,,, M�.�Mn u2110 ,i".IL G° Cini�.f+d l9� �+� oe�4 a•N We. nn a+wYet.,..y M.u....al OaRms pen.liq. nc 4�miq ewe.Lis?U. -°Ff•i�h[I F4R.4V.Il.frke 4 l;a.lsa. 4'.ID•i{fC�nYOGd ie 17F A fJIL FMLF+fM pp��j�� PrKJIJGTI 01118102 12 )Ora - 7607409557; ��,�PZOA CEP T R 'adY JAI% � .t�• Super Io nn Rd C S`� py: y. `i 1505 .W• iss 92029 6 n .►r Esc. . ('60)745--055 ES-I ON '`Y" GONCRE f E MXX Id 55966 � TE CONTRACT 0425 INTEF?5T A�:F�. CONCRE IMPROVEMENTS :P TOR = V'�A CANTApEPV? MYx CONCRETE, `, '' -ON TRAC SUPERIOR PROJECT • CONCRETE VARIOUS TRUCK PLACE SOURCE 1 ON TYPE PUMP / CONSTRUCTI 4 PLACEMENT DRY CU F T (SATURATED + SU42FAC ,' YIEL '.g5 CUBIC YARD EaO WEIGt-1T5 PER I:�,7I 9.04 IZ/U CEMENT - SUPERIOR) LB .14717 1 ;59 G150 YYpE SAND ( 261 3b;b) 4•,90 . ASTM-" WA`sHeo GON SUPERIOR) r 306 �, `, 0.27 L� AST.4-C33 ROCK ( .0 r/� 1 •0 C33 #57 SUPERIOR) ° LS -�" ASTM 33 #S ROCK ( _27.00 ASTM-C L" . (GAL'uS). -�0 iN'I- WATER, TOTAL POZZ 322N , - 07-US MASTER BUIL DERS 4 -00" RATIO.' LBS/LB ',47 .:2 WATE /C IN NT PCF. SLUM CONCRETE UNIT WEIGHT + GRADING CONFORMS TO GRADING "G,, 5'fANOARn AGGREG0 PUBLIC WORKS COMBINED TION S,PECIFICA 560-C-3250 PRFpAREC) SY SUPERIOR READ �{ MIX GONCRFTE L "p CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT CATALOG CUT/SHOP DRAWING TRANSMITTAL AND APPROVAL SUBMITTAL NO. PART 1 FOR CONTRACTOR USE FROM(CONTRACTOR) TO(DESIGNER) CONT CT FOR: (CONTRACT TITLE) G'L /V� THE OLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM FOR EACH SPEC.SECTION) NE RECOMMEND CITY ACTION NO. (A) B) (C) (0 4. T,eAN. /�J/yti S -- e - 3 zs�p .4 RACT SPECIFICATIONS RE FACTORY „4:�'tCTION YES NO NEW SUBMITTAL RESUBMITTAL SIGNATURE PART II - FOR DESIGNER USE FR (DESIGNER) TO ITEM HAS BEEN VIEWED.THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE.(See olumn"C") COMMENTS: SIGNATURE 6��l DATE PART III - FOR CITY USE FROM TO (CONTRACTOR) ENCLOS RETURNED. APPROVAL OR OIS PPROVAL INDICATED ABOVE. (See Column'D°) ACTION CODES: T E FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED:(A code letter will be inserted for each item in Column D,Section 1,above) A.'-APPROVED AS SUBMITTED. C.-APPROVED,EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET.RESUBMISSION REQUIRED. B. -APPROVED,EXCEPT AS NOTED —WILL BE RETURNED BY SEPARATE CORRESPONDENCE. ON DRAWINGS, RES SSION NOT REQUIRED. .—DIS ROVED. SEE ATTACHED SHEET. NOTE: Approval of item d snot reliev a ontrac from c plying with all the requirements oft contract plans and specifications. SIGNATURE-- DATE m16196 SINGLE EAGLE, INC. dba LETTER OF TRANSMITTAL CONCRETE CONTRACTORS INTERSTATE DATE: 1/3/2002 IJOB NO.: 01-031 12599 Stotler Court, Poway, CA 92064-6831 ATTN: Roger Free (858)679-5550 RE: Encinitas Parking Lot Expansion FAX(858)486-9272 TO The City of Encinitas 500 South Vulcan Ave. Encinitas, Ca. JAN 2 5 2002 RECEIVED BY: DATE: WE ARE SENDING YOU ❑x Attached via US Mail the.fofiowing items: ❑ Shop Drawings ❑ Plans ❑ ❑ ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Submittals ORIG'S/ DOC. �! COPIES DATE NUMBER SUPPLIER 8 1/25/2002 1 Hanson Agg. Combined gradation analis s 10 Le iL 8 1/25/2002 2 Palomar Transit Mix 386501 for grout(Backu cxm I 8 1/25/2002 3 Palomar Transit Mix 103203 565-C-3250 (Backup) y 8 1/25/2002 4 Palomar Transit Mix 102504 520-C-2500 Backu G 8 1/25/2002 5 Superior Ready Mix 5596P 560-C-3250 (Backup) <" " 8 1/25/2002 6 Superior Ready Mix 8665P grout(Backup) 8 1 1/25/2002 7 1 Superior Ready Mix 5553P 520-C-2500 (Backup), THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted El Resubmit 4 copies for approval ❑x For you use ❑x Approved as noted ❑ Submit copies for distribution 0 As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Remarks Roger, we are submitting the above mix designs for your approval. We intend to use Palormar Transit Mix and Superior Ready Mix in case we are unable to obtain service from Hanson Thanks, cc: FILE Signed: R. Erik itchell, Proj. Coordinator city of Encinitas December 6, 2001 Mr. Russel Baumgartner Single Eagle Inc., dba Concrete Contractors Interstate 12599 Stotler Court Poway, CA 92064-6831 Re: El Camino Real and Via Cantebria Street Improvements Mr. Baumgartner; This is to inform you that the City Council of Encinitas approved the award of the aforementioned contract to your company. I am enclosing three copies of the contract documents that need to be completed and returned to our office. These include the Faithful Performance Bond and the Labor and Materials Bond which must be executed. Upon the return of these completed documents to our office we will issue the Notice to Proceed. You may call me if you have questions concerning this or the project. Sincere j r A. Free ociate Civil Engineer City of Encinitas 505 South Vulcan Avenue Encinitas, Ca. 92024 760.633.2702 Fax 760.633.2818 TEL 760-633-2600 / FAX 760-633-2627 505 S. Vulcan Avenue, Encinitas, California 92024-3633 TDD 760-633-2700 recycled paper Y January 10, 2002 Single Eagle, Inc., dba Concrete Contractors Interstate 12599 Stotler Ct. Poway, CA 92064 NOTICE TO PROCEED Re: El Camino Real and Via Cantebria Street Improvements Project CMS01G Gentlemen: This letter is your NOTICE TO PROCEED for the subject contract and January 11, 2002 shall be considered the first day of the contract. The City of Encinitas' Council authorized award of a construction contract titled El Camino Real and Via Cantebria Street Improvements to Concrete Contractors Interstate in the amount of $62,451.99 at their regular meeting on December , 2001. The work is to be completed within 30 working days. Your attention is also directed to the paragraph 6-9, where a rate of$500.00 a day is established as liquidated damages. Please signify your acceptance of the above by signing and returning both originals. These shall then be signed and one will be forwarded to you. ACCEPTED,BY ' Greg Shields, RE Russ Bau gartner, President Field Operations Single E gale, Inc., dba Concrete Contractors Interstate cc: Director of Engineering Services Contractors License No. 830842A January 23, 2002 Single Eagle, Inc., dba Concrete Contractors Interstate 12599 Stotler Ct. Poway, CA 92064 Re: CHANGE ORDER#1 El Camino Real and Via Cantebria Street Improvements Project CMSOIG Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: REMOVE AND REPLACE THE IRRIGATION AND TWO TREES, AS APPROVED BY THE INSPECTOR. The increase in contract price for the above work is to be calculated by time and materials as described in the greenbook. This change will NOT EFFECT the contract time. Please signify your acceptance of this change order by signing below. A copy of the original change order shall be sent to you for your original signature. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you for your files. Sincerely, ACCEPTED BY: Greg Shields, RE Russ Baumgartner,President Field Operations Single Eagle, Inc., dba Concrete Contractors Interstate cc: Director of Engineering Services Contractors License No. 830842A Peter Hall, Engineering Inspector SGLE EAGLE, INC. dba LETTER OF TRANSMITTAL CONCRETE CONTRACTORS INTERSTATE DATE: 1/3/2002 JOB NO.: 01-031 -12599 Stotler Court, Poway, CA 92064-6831 ATTN: Roger Free (858)679-5550 RE: Encinitas Parking Lot Expansion FAX(858)486-9272 TO The City of Encinitas 500 South Vulcan Ave. Encinitas, Ca JAN 2 5 2002 RECEIVED BY: DATE: i r WE ARE SENDING YOU ❑x Attached via US Mail fhb Mj><f9 ft.items: ❑ Shop Drawings ❑ Plans ❑ ❑ ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Submittals T l ORIG'S/ DOC. COPIES DATE NUMBER SUPPLIER Of 8 1/25/2002 1 Hanson A . Combined gradation analis s l 44,614 8 1/25/2002 2 Palomar Transit Mix 386501 for grout Backup) 8 1/25/2002 3 Palomar Transit Mix 103203 565-C-3250 (Backup)(� 8 1/25/2002 4 Palomar Transit Mix 102504 520-C-2500 (Backup) LIX 8 1/25/2002 5 Superior Ready Mix 5596P 560-C-3250 (Backup) �. 8 1/25/2002 6 Superior Ready Mix 8665P grout(Backup) C r 8 1/25/2002 7 Superior Ready Mix 5553P 520-C-2500 (Backup) THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted Rl Resubmit 4 copies for approval 0 For you use ❑x Approved as noted ❑ Submit copies for distribution ❑x As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Remarks Roger, we are submitting the above mix designs for your approval. We intend to use Palormar Transit Mix and Superior Ready Mix in case we are unable to obtain service from Hanson Thanks, cc: FILE Signed: R. Erik itchell, Proj. Coordinator CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT CATALOG CUTISHOP DRAWING TRANSMITTAL AND APPROVAL SUBMITTAL NO. PART 1 FOR CONTRACTOR USE FROM(CONTRACTOR) TO(DESIGNER) J/rvCG c— C�GZC /N L. F ONT CT FOR. (CONTRACT TITLE) HE OLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL,PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM FOB)R EACH SPEC.SECTION) AIE RE CMMEND CITY ADCTION Tf�G. THAN, /t/ Sys"- - 3 zs7O r� r S^Q `RACT SPECIFICATIONS RE FACTORY 'CCTION YES NO NEW SUBMITTAL RESUBMITTAL SIGNATURE PART 11 — FOR DESIGNER USE FR (DESIGNER) TO ITEM HAS BEEN IEWED,THE FOLLOWI COMMENTS: RECOMMENDATION IS MADE AS NOTED ABOVE. (See olumn"C") SIGNATURE DATE PART III — FOR CITY USE FROM ' TO (CONTRACTOR) ENCLOS RETURNEE). APPRO OR DIS PPROVAL INDICATED ABOVE. (See Column*D') ACTION CODES: T FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED:(A code letter will be inserted for each item in Column D, Section 1,above) A. APPROVED AS SUBMITTED. C.-APPROVED,EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET.RESUBMISSION REQUIRED. B. -APPROVED,EXCEPT AS NOTED —WILL BE RETURNED BY SEPARATE CORRESPONDENCE. ON DRAWINGS. RES SSION NOT REQUIRED. —DI5 ROVED. SEE ATTACHED SHEET. NOTE: Approval of item d s not reliev a ontra from c plying with all the requirements oft contract plans and specifications. SIGNATU DATE m16196 Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:42; Page 2 ,] PALOMAR TRANSIT MIX ` _ P.O.Box 461179 Escondido,CA 92046-1179 �• Main Office(760)737-3488-Fax#(760)737.2812 Sales Office Fax#(760)480-9466 CONCRETE CONTR. INTER. 12599 STOTLER COURT POWAY. CA 92864 EL CAMINO REAL A VIA CANTRARIA ENCINITAS Dear. Si r AS per, your, r�equeat we ar-e submitting the. attached carr,cre!te data eter-t,(0) containing Palomar Transit Mire standard six design(s) for your approval for the above sent-iorned project. The cement will be in accordance with ASTH C-150# Type' Illy. low alkali. The aggy."ates and ready mixed Caner-ete will be fr-os sources as Indicated an the data sheet!e). Bach six can be expected to produce coricarete meeting the acaeptaxce cr-Ater-is Of ACI 318-97# paragraph 5. 3. for the respective casprrQasiva streiggth as indicated provided the design, slump and/or. water/Cement ratio is not exceeded. Pect,f Ly eubaitted, [.aarr C r $ca Teatingl aboraatory Rncloaaure Attached Dispatch Office Escondido;Oceanside (760)480-8191 Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:42; Page 5 i'' �•_ PALOMAR TRANSIT MIX P.O.Box 461179 1 1 Escondido,CA 92048.1179 Main Office(760)7373486-Fax#(780)737.2812 � Sales Office Fax#(760)480-9468 ?. ` Date; 18-Jan-02 Vulcan "Ut3's W&RU M Div - SD Ready Mix p 1 Tire: 06:11 Mix D a 1 Design Vaights end Volumes r Him number: 113203 Product UGH: yd Schedule plant: 90 Design, slurp: 4.0a 3250 PSI 0 2a Days material batch Percent. Specific Absolute Quantity of Aggregate Gr•av3t.y Volume ------------- ------------------------ GEHEIIT 475.00 3.15 2.42 1:LYASH 101.06 2.858 8. 719 Is Ca 1440.00 43.95 2.89 7.99 3/8"CG 315.00 16. 12 2.74 1.84 YCS 1422.08 45.93 2.73 8.35 rater. (981. 1 bla_ > 38.00 316.54 5.07 Admixtures: WRDA-64 16.70 0.06 Air Percentage 2.00 6.54 W/(C*F) Ratio 0. 55 = =27.00 Aggregate Gradings Percent pawaLng 1 ^alavB SIZE 1 2 112 1 3/4 112 318 4 a is 30 50 10N 200 -----------------t--•---- ---------------------- Is CG 1 148 1" 108 85 35 12 3 9 a 0 a a el 3/AOCG I 100 lea 1s* iae Joe 95 15 1 a 0 a a a wCS 1 166 1as 1s* 1a0 1eee 108 9a 82 62 42 19 7 3 GCIII a I MEI> I 3 0a 1 as 1 as 93 71 61 46 38 - 28 19 = 9 3 1 Aggregate Source 1" Ca PALA 3/8NCG PALA VCS PALA Notes: 565C3250 APWA (Greenbook) Pump 4" Line Dispatch Office Escondido:Oceanside (760)48"191 Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:43; Page 6 CALIFORNIA PORTLAND CEMENT COMPANY 9350 OAK CREEK ROAD. MOJAVE. CA 93501 / TEL. (805) 824.2401 FAX (0051 624.4905 Manufacturer's Certification We hereby certify that Mojave Type UN Low Alkali C4010M supplied to you has been manufw used in accordance with and meets the standard "Ruirements of the current ASTM C 190 speeifmWon l br TYPE U wW TYPE V cement, Additionally,Mojave Type 1W otaneM Meets the mgairentents of Caltrans Standard SpeciScatiotns Sec. 90 paragraph 2.01.Following are the average chemical and physical data for the month of November;2001: Chemical Analysis TYPE it TYPE V MOJAVE Silicon dioxide (Sl02), min,9b oM 2uirreirlents Requirewnts TYPE Q!V Aluminum oxide (A1203), max,% 8.0 3-61 r 21, 5 Ferric oxide (Fe203), max.% _ 6.0 3.67 Magnesium oxide(MgO), max,% 6.0 6.0 2,0 Sulfur trioxide (S03), max,% 3.0 2.3 2,9(10) Loss on ignition, max,% 3.0 3,0 1.9 Insoluble residue, max,% 0.75 0.75 0.36 Alkalles(Na20+0.658K20), max,96 0,80 0.B0 0 59 TricalCium silicate (M), 96 --- 6o Tricalcium aluminate(C3A), max,% g 5 0C) Tetracalcium aluminofenite (C4AF),% --- 3 3 C4AF t 2 (CM), max,% — 25(1 1T Physical Data Air content of molar, max,% 12 12 6.6 Normal consistency,% --- ,- 25.9 Passing 45um (no. 325)sieve, % ___ 97.1 Fineness, specific surface, min,m�/kq 280 280 388 Autoclave expansion, max,% 0.80 0.80 -0.01 Compressive Strength, min, Mpa, (psi 3 days 10.0 E 8,0 25.1 7 days (1450) (1160) (364 1 17.0 15.0 32.1(2470) (2180) (4650) 28 days(from previous month) 28.0 21,0 47.4 Vicat, initial set, min.-max.,Minutes 45--375 45 -375( 127 C 1038, 14 day max, %expansion 0.020 01020 0.003 C 452, 14 day max, % expansion('01 --- 0.040 0.026 False Set, final penetration, min,% 50 50 86 Caitrans 527-D, max. % expansion 0.010 0.010 0.003 Caltrans 527-D, max. %contraction 0.048 0.048 0.047 Apparatus and methods used in this k+ba WY have been checked by the Cement and Conaete Reference Laboratory of ttte National Institute of Standards and TachnoloW. Major Oxides are analyzed by X ray Fluorescence homey. Applicable ASTM C 150 Notes Table 1 :Nate 0 Thera are gees where Wilnum S03(using Test AAethod C563)For a par6auler wnent is dpi to or in excess of ow Broil n on spectAmilen. In Such cases where prapartieo of a cameol can be improved by exresdM the S03 limit stated in thia table,lF i9 psrrn�s,�te to exceed Me values h the cable,Qrovided it has been demon*sled by Test Mea,od C 1039 that Me cernant with the xluaased S03 wYl not devNoP expansion in wets OcIdift O.IYl %at 14 deys. Wtw the mwufiKkM U cement under this Provlsim.h@ shat, 4w fit.supply dstb b the la d aw. Table t.Note C Does not apply wtxn aptice l w *mistte"OW is specified Table 4 Note D when thw euHate reeb Q We AW.a shall be nstead Of the ft"of CU and C4AF•2C3A Jerold S. Kennedy,Quality Control Superintendent 5eni by: UKLMAI uiviSiuN; 619298 6613; Jan-18-02 8:43; Page 7/11 Phoenix Cement Company Clarkdale, Arizona 86324 FLYASH CERTIFICATION ----- --- ---------------------------------- --- Shipped to: Material: CLASS F FLYASH VULCAN XATERYALS ATTN: PHIL HARRIS ; Source: 4 Corners P O Box 3098 ; Specifications: ASTM C-618-96 SAN DIEGO, CA 92103 ; Sample/Testing Method: ASTM C-311-96A Lot ID: 5392 Date: 10-05-02 ------------------------------------- ------------------------------ -- ------ CHEMICAL ANALYSIS: Total : S102 + A1203 + Fe203 88 .37 % Sulfur Trioxide, S03 0.26 Loss on Ignition 0 .36 $ Available Alkalies as Na20 0 .48 $ Moisture Content 0 .02 $ R Factor PHYSICAL DATA: DATA: Fineness (+325) 18 , 0 � Pozzolanic Activity Index 7 day with lime _ 28 day with cement (% of control) 88 -35 Water requirement 95. 87 $ Autoclave Expansion or Contraction 0 .104-%Uniformity Requirements Specific Gravity War from avg) 0 .45 Fineness (V'ar from avg) 1 .47 $ Specific Gravity 2 . 01 All tests have been made in strict accordance with the current standards of the American Society for Testing and Materials covering the tYpe of flyash specified above. 4 - Lee Gorby, Quality COR64A Manager Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:43; Page 8111 P R O D U C T f N F O R M A T 1 Q N Dar atard 17 Initial Set Retarder ASTM C 494, Type B & Type D Description Daratard" 17 admixture is a rcady-to-usc aqueous solution of hydroxylated organic compounds. Ingredients are factory premixed in exact proportions to minimize s handling, eliminate mistakes and °r guesswork. 1.17 kg weighs approximately 1 L(1 gal/10.2 lb). Uses Daratard 17 retards the initial and final set of concrete. At the usual addition rate of 195 tnU 100 kg(3 fl oz/100 lb) cement it will extend the initial setting time of portland cement concrete by 2 to 3 hours at 21°C (70 0F). Daratard 17 is used wherever a delay in setting time will insure sufficient delivery,placement, vibration or compaction tune, Water-Reducing Properties when the primary purpose is to such as in: Along with set retardation, delay and control the setting time • Hot Weather Concreting Daratard 17 provides water- of concrete. When time and rem. • Transit Mix Concrete reduction(typically 8 to 10%} in perature are not major considera- • a concrete 12lix.This water-reduc- tions, Grace Construction Prestressed Concrete irtg action of Daratard 17 ro- . p Product's water-reducing admix- Daratard 17 is also used in special duces greater plasticity and tures such as WRDAr with applications,as in bridge decks workability in the fresh concrete HYCOL'-should be used. where it extends plastic character- and the strength and permeability istics of the concrete until pro- of the hardened concrete are mea. Compatibility with Other gressive deflection resulting from surably improved. Daratard 17 is Admixtures increasing loads is completed. designed for use on jobs where Daratard 17 is compatible in con high temperatures or extended crete with all commercial air- setting times are the prime fac- entraining admixtures,such as tors. It is recommended only Daravaie. Due to the slight air- Construction Products Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:43; Page 9/11 entraining properties of Daratard Dispensing Equipment Architects' Specification for 17,itself,the addition rate of A complete line of accurate,auto- Concrete Retarding Daravair may be reduced by matic dispensing equipment is Admixture about 2596. By combining the available.Daratard 17 may be Concrete shall be designed in separate effects of air entrainment introduced to the mix with the accordance with ACI Standard and dispersion, the water require- sand or with the water. Recommended Practice for meat of concrete may be reduced Selecting Proportions for up to 15%. Each admixture lsackaging Concrete(ACI 211,1). should be added separately. Daratard 17 is available in bulk, delivered by metered tank trucks, The set-retarding/water-reducing Addition Rates and 210 L (55 gal) drums.It cqn. admixture shall comply with Addition rates for Daratard 17 rains no flammable ingredients. ASTM Designation C 494,Type will range from '130 to 520 mL/ Daratard 17 will freeze at about D admixture,and shall be 100 kg(2 to S R oz/100 lb) of -2"C(280F),but will return to full Daratard 17, as manufactured by cement. The amount to be used strength after thawing and thor- Grace Construction Products,or will depend upon the degree of ough agitation. equal. Certification of,compliance retardation required under job shall be made available on conditions. Longer setting times request. It shall be used in strict or higher temperatures will accordance with the manuftctur- require higher addition rates. cr's recommendations. Conversely,the addition rate will The addition rate shall be adjust. be lower for shorter extensions of cd to produce the specified retar- ttme. dation of the concrete mix at all temperatures. W.R.Grace&Cn..Conn_ 62 Whittemore Avenue Cambridge,MA 02140 Danaed.Dr.r.:,aid*FDA re r,p„p�. rd Wyi it a•adwae}e(R,L Geer k 6.C�, �e hqe de -'-4WD"haie..ik It Ga&M-d mre..da k ar.a,W aaeia.e: h tre dp 110!'�'a�Y10NdY 1p be 060111101Mkaw a , 111�00M 01~)M OUbd A.dy IId7 8C Ca ..i2 �a 111.IVO falamyq•pLValtleld�ape R Arerr,Ca�bngpr,AfA 031 0.N Crdti V•11.Crane lc Cn Dyyy�LL CJuY.+r I ,aye,,,�,0°�°�as Adw �.r N.L r M.e OaaLax...r ar.oveed Jr • �4-r�eda Lis 7Cd. Y pupa it p..a�p,°py6 �/'rMr If'fd.Z#.Cna dt r-0,-(.oaa. rrAD hind■USA 4y pAOGy,Dy Co��R Sent By: GALMAI u1V1SION; 619298 6613; Jan-18-02 8:44; Page 10/11 P R O b U C T 1 N F O R M A T 1 O N WRDAO 64 Water-Reducing Admixture ASTM C 494, Type A and Type D Description WRDA'64 is a polymer based aqueous solution of complex organic compounds. WRDA 64 is a ready-to-use low viscosity liquid t which is factory pre-mixed in exact proportions to minimize handling,eliminate mistakes and guesswork. WRDA 64 contains no calcium chloride and weighs approximate- ly 1.21 kg/L(10.1 lb/gal), Uses WRDA 64 produces a concrete with lower water content (typical- ly 8 to 10% reduction),greater plasticity and higher strength. It is used in ready-mix plants, block and concrete product plants, in lightweight and prestressed work wherever concrete is produced. The use of WRDA 64 produces a Finishctbility plastic concrete that is more Finishers have stated that the Advcntages workable,easier to place and cement paste,or mortar, in WRDA 64 offers significant more finishable than plain or WRDA 64 admixrured concrete advantages over single component other admixtured concrete.In the has improved trowelability.The water reducers. 'Water reduction hardened state, WRDA 64 con- influence of WRDA.64 on the fin- and setting times are more consis- crere has higher compressive and ishability of lean mixes has been tent due to the polymer compo- flexural strengths at all ages than particularly noticeable.Floating gents. WRDA 64 also performs untreated or conventional admix- and troweling, by machine or especially well in concrete con- tured concrete. hand, imparts a smooth,cksr tol- raining fly ash and other The greater degree of plasticity Crance surface, pozzolans. achieved,compared with conven- tional water-reducing admixtures, allows improved finishability, GRAa Construction Products Sent by: UALMAI U1v1S1UN; 619298 6613; Jan-18-02 8:44; Page 11/11 Addition Rate By combining the separate effects The water-reducing The addition rate range of WRDA tng(or water- of air-entraining and dispersion, reducing and retarding) admix - 64 is 19S to 390 mU100 kg the water requirement of concrete lure shall be WRDA 64,as (3 to 6 fl oz/100 lb)of cement, may be reduced up to 15%. manufactured by Grace Pretesting is required to determine EACH ADMDCTURE SHOULD Construction Products, or equal. the appropriate addition rate for BE ADDED SEPARATELY. While The admixture shall not contain Type A and Type D performance. WRDA 64 contains no calcium calcium chloride. It shall be used the other concrete mixture com- Optimum addition depends on chloride, it is compatible with c cal- strict accordance with the man. cium chloride in concrete mixes. ufacturer's recommendations. The ponents, job conditions, and Again,each should be added se - desired performance aratcly. p admixture shall comply with characteristics. ASTM Designation C 494,Type Packaging A water-reducing (or Type U Dispensing Equipment WRDA 64 is available in bulk water-reducing and retarding) A complete line of accurate, auto- admixtures, Certification of com- matic dispensing delivered by metered tank trucks, pliance shall be made available on p g equipment is and in 210 L (SS gal) drums. available. WRDA 64 may be WRDA 64 contains no flammable request introduced to the mix on the sand ingredients.It will freeze at about The admixture shall be considered or in the water. part of the total water The -2*C (28"1), but will return to full Compatibility with Other strength after thawing and thor- admixture shall be delivered as a ough agitation. Admixtures ready-to-use liquid product and WRDA 64 is compatible in con- shall require no mixing at the Architects Specification for bitching plant or job sire_ cretc with all air-entraining Concrete Water-Reducing admixtures such as Darexv H AEA Admixture and Daravair°. Due to the slight Concrete shall be designed in air-entraining properties of accordance with ACI Standard 1 WRDA 64, itself,the addition Recommended Practice for rate of air-entraining admixture Selecting Proportions for may be reduced by about 25%_ Concrete,ACI 211. W.R.Grace&Cu.-Conn, 62 Whin=Ore Avenue Cambridge,MA 02140 l wiDA,nrMY..a "y ft36K.wd kv[ka.k,of i.�,cnoe ac Sw . Weha.+rM/o[wws k..cweaWPM kkr�mwu.ndk a[d wI.�Rna■,Lr we dw..q w...,r deg.vdn w he ukeakw! rh... die 0e""detN eo V wwe..!mrwHe u 1Q 711en' etl r..�,wt,n„wwrad.en.[ [ ,...n a.irwoa,,;�► �ew :v wkk%W.MA QZ140.6 Groa.. �� ThK pew,k„e m.r M.n.ed M!e[nro.o. Owns R.rd111ae Ai+.. 7[s. "RACE Deems pe141i.y. wlfnCh[1994.'i'.R.lrwt k l:a.Cm. C'MD.1k6C lrip0ed in rig A iJ9L FMGlvfM CCon Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:42; Page 2 [PALOMAR TRANSIT P.O.Box 461179 1 Escondido,CA 92046-1179 1-.•�; Main Office(780)737-3488.Fax#(760)737.2812 Sales Ofce Fax#(760)480.9486 CONCRETE CONTR. INTER. 01/18/2"2 12599 STOTLER (COURT POWAY, CA 92064 EL CAMINO REAL & VIA CANTEARIA ENCINITAS Iuear- Sir As Per, your, request we data sheetta) axe submittircr the attached concrete inng Palomar Transit Mix stands" six dos ign(s) for your spproval for the above senti oned pr•o•ject. The cenOnt will be An OCCO"Ence with ASTS C-150, Type. Illy. lov alkali. The aggr•eclates and ready nixed cancr*ty will be Iran aeur•cas an indicated on the data sshowt i s). Each sax Can be expected to Produce concrete< meeting the anceptax ce criteria of ACI 318-97, paraWsph 5. 3. for the r'eaPeGtive cospr•0683ve• strongth 08 indicated Provided the design slump and/or• vater•/cement ratio is not exceeded. SPect,�Ly submitted. t.arr C r son Testing aborstary enclasure Attached Dispateti Office Escondido;Oceanside (760)484-8191 Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:42; Page 4 PALOMAR TRANSACT MIX P.D.sox 461779 i Escondido,CA 92048-1179 / Main Office(7W)737-3488.Fax#(760)737-2812 8d1e6 Office Fax#(700)480-9486 L Date: 18-3an-02 Vulcan 1latl's Western Div - SD Ready Mix Page 1 T.1 so 08_11 Mix Design Weights and Volumes CD 132 =caaxa�gppppxp=xexxaaaa axes=axaa.aa xa exs.ea ep�paxgga�x-q pppppppe axxxq+�xsaaasaav Mix Number: 102584 Product U011: YD Schedule plant: 90 Design slump: 4.00 2500 PSI a 28 Days Mator•381 Batch Per-cent Specific Absolute Quantity cal Aggregate Gravity Volume --------------------------------------------------_------------------- CEMENT 442.06 3. 15 2.25 F LYASH 94.00 2.@M 0.73 ilk CG 146-2.00 44.08 2.89 8.11 31/8•CG 314.0(41 10.00 2.74 1.84 wCS 14391.00 45.92 2.73 a.45 Water- tgal. lbs. ) 38.05 316.96 5.� A dai xtur•e m WRDA-64 15. 56 0-06 Air percentacm 2.06 0.54 M/(C+F) Ratio 0. 59 27." Aggregate Gradings Perment Passinq i SIEVE SIZE 1 2 1/2 1 3/4 1/2 318 4 S 16 36 50 100 200 --------------i --------------_-----------------------------------,._--- ----- 1' CG t 100 100 100 85 35 12 3 a 0 0 0 0 a 318"C6 1 lag lea Is* 106 1" 95 15 1 0 a a a a wCS 1 100 100 100 lee lee lee 981 82 62 42 191 7 3 pOCTaaasss�r=coca lvxsasaaa=asa=saaCSQ:000IC:P�aG4=�xsas.as saa3�s��s....O-a-O�p�e Go"M UM) 1 100 1®141 1" 93 71 &1 481 3111 28 19 9 -3 1 Aggregate Source: 1' co PAULA 3/80CG PALA wCE PALA Notes: 52002500 APWA (Greenbook) Pump 4" Line Dispatch Office Escondido;Oceanside (760)480-8191 Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:43; Page 6 CALIFORNIA PORTLAND CEMENT COMPANY 9390 OAK CREEK ko^o. MOJAVE. CA 93601 / TEL. (905) 824.2401 FAX (6081 024-4909 Manufacturer's Certification We hereby certify that Mojave Type II/V Low Alkali amnia Supplied to you has been manuff wmA in accordance with and tneets the standard Mquimments of the current ASTM C ISO specification for TYPE U and TYPE V cmnent. Additionally, Mojave Type WV ocment coeds the requirements of Caitrans Standard Specifications Sec. 90 paragraph 2.01. Following are the average chmi ical and physical data ror the month of November,2001: Chemical Analysis TYPE 11 TYPE V MOJAVE Requirements Requimwicnts TYPE Q/V Silicon dioxide(SI02), min,% 20.0 21.61 Aluminum oxide (AI203), max,% 6.0 -- 3A5 Ferric oxide (Fe203), max.% 8.0 3.67 Magnesium oxide (MgO), max,% 6.0 8,0 2.0 Sulfur trioxide(SO3), max,% 3,0 2.3 2.9(lo) Loss on ignition, max,% 3.0 3.0 1.9 Insoluble residue,max,% 0.75 0.75 0.36 Alkalles(Na20+0.6581<20), max,% 0.80 0,60 0.59 Tricalcium silicate (C35), %6 _ so Tricalcium aluminate(CU), max,% a 5 0C) 3 Tetracalcium aluminoferTite (C4AF),96 --- 3 C4AF+2 (CU), max,% - 25(tcl 11 Physical Data Air content of mortar, max,% 12 12 6.6 Normal consistency,% --- „- 25.9 Passing 45um (no. 325)sieve, % _ 97.1 Fineness, specific surface, min,m'/kg 280 280 388 Autoclave expansion, max,% 0.80 0.80 -0.01 Compressive Strength, min, Mpa, (psi 3 days 10.0 8,0 25.1 7 days (1450) (1160) (3647) 17.0 15.0 32.1 (2470) (2180) (4650) 28 days(from previous month) 28.0 21.0 47.4 Vicat, initial set, min.-max.,minutes (4060) (3050) (6677) 45-375 45-375 127 C 1038, 14 day max, % expansion 0.020 0,020 0.003 C 452, 14 day max, % expansion('0) --- 0.040 0.026 False Set, final penetration, min,% 50 50 gg Caltrans 527-D, max. % expansion 0.010 0.010 0.003 Celtrans 527-D, Max, %contraction a-048 O.048 0.047 Apparatus and methods u9ed in fhis la MIxy have been chedted by the Cement and Concrete Reference Laboratory of the National Institllta of Standards and Technology. Major Oxides are anayred by X -q Fl"wXence py. Applicable ASTM C 150 Notes Table 1:Nale o There art cases where gfti n S03(wiV Tesl Mahod 0563)for a Pflicular anent is close to or in excess of Uw Unlit 0 on 31mif cubm. IA 9uCh cuff whm pmpwips d a Cameral c9n be IrtIpfONIQ by eKCeedllg t!t!SW tlnlif silted+n tlwa table,iE r9 p6nYUS5�12 to exceed Uw values in the labia,ptwidad A 11as been 4snlonatreted by?eat Aieplod C 1038 dal the entrain t win,the stcmwo S03 w11 not dwebP ell WwOn in water elfdt ft 0.020%at 14 days. INhm ft ffw*A c ww u>Dplies Cement under lhm provision.he shat, 4w"Alt suPPIY data io the purd*w. Table 1.Note C Does not appy when Optional sul(ale resisU"laW is speaRed Table s-Nola D when N1a aulfstp rest is specified,d shah be tastead or ft thralls of 03A and CW-2C3A Jerold S. Kennedy,Quality Control Superintendent Sent by: CALMAT DIVISION; 619298 6613; Jan-1B-02 8:43; Page 7/11 Phoenix Cement Company Clarkdale, Arizona 86924 FLYASH CERTIFICATION ----- ---'---------------------------------- --- Shipped to: Material: CLASS F FLYASH VULCAN MATERIALS ATTN: PHIL HARRIS ; Source: 4 Corners P O BOX 3098 ; Specifications: ASTM C-618-96 SAN DIEGO, CA 92103 ; Sample/Testing Method: ASTM C-311-96A Lot ID: 5392 Date: 10,05-01 a --------------------------------------- -------------------------------------- CHEMICAL ANALYSIS: Total: 5102 + A1203 + Fe203 88 .37 $ Sulfur Trioxide, S03 0 .26 $ Loss on Ignition 0 .36 $ Available Alkalies as N&20 0 .48 $ Moisture Content 0 . 02 $ R Factor 0 .54- PHYSICAL DATA: Fineness (+325) 18 . 0 $ Pozzolanic Activity Index 7 day with lime _ 28 day with cement (% of control) 8B 35 $ Water requirement 95.87 Autoclave Expansion or Contraction 0 .04--$ Uniformity Requirements Specific Gravity (Var from avg) 0 .45 $ Fineness (Var from avg) 1 . 47 $ Specific Gravity 2 .01 All tests have been made in strict accordance with the current standards of the American Society for Testing and Materials covering the tYpe of flyaah specified above. Lee Gorby, Quality Contvl Manager -Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:43; Page 8/11 P R O D U C T f N F O R M A T 1 O N Daratard' 17 Initial Set Retarder ASTM C 494, Type B & Type D Description Daratard' 17 admixture is a ready-to-usc aqueous solution of hydroxylated organic compounds. Ingredients are factory premixed in exact proportions to minimize handling, eliminate mistakes and guesswork. 1.17 kg weighs approximately 1 L (1 gal/10.2 lb). Uses Daratard 17 retards the initial and final set of concrete. At the usual addition rate of 195 mL/ 100 kg(3 fl oz/100 lb) cement it will extend the initial setting time of Portland cement concrete by 2 to 3 hours at 21°C (70°F). Daratard 17 is used wherever a delay in setting time will insure sufficient delivery,placement, vibration or compaction tune, Water-Reducing Properties when the primary purpose is to such as in: Along with set retardation, delay and control the setting time • Hot Weather Concreting Daratard 17 provides water- of concrete. When time and tem- • Transit Mix Concrete reduction (typically 8 to 10%) in perature are not major considera- a concrete nix. This waxer-reduc- tions, Grace Construction • Prestressed Concrete ing action of Daratard 17 ro- . p Product's water-reducing admix- Daratard 17 is also used in special duces greater plasticity and tures such as WRDA*with applications,as in bridge decks workability in the fresh concrete HYCOI'""should be used. where it extends plastic character- and the strength and permeability istics of the concrete until pro- of the hardened concrete are mea. Compatibility with Other gressive deflection resulting from surably improved. Daratard 17 is Admixtures increasing loads is completed. designed for use on jobs where Daratard 17 is compatible in con high temperatures or extended crete with all commercial air- setting times are the prime fac- entraining admixtures,such as tors. It is recommended only Daravair•. Due to the slight air- GRAa Construction Products Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:43; Page 9111 entraining properties of Daratard Dispensing Equipment Architects' Speciticotion for 17,itself,the addition rate of A complete line of accurate,auto- Concrete Retarding Daravair may be reduced by matic dispensing equipment is Admixture about 25°x. By combining the available.Daratard 17 may be Concrete shall be designed in separate effects of air entrainment introduced to the mix with the accordance with ACI Standard and dispersion, the water require- sand or with the water. Recommended Practice for meet of concrete may be reduced Selecting Proportions for up to 15%. Each admixture packaging Concrete(ACI 211,1), should be added separately. Daratard 17 is available in bulk, delivered by metered tank trucks, The sct-retarding/water-reducing Addition Rates and 210 L (55 gal) drums. It con. admixture shall comply with Addition rates for Daratard 17 tains no flammable ingredients. ASTM Designation C 494,Type will range from '130 to 520 mL/ Daratard 17 will freeze at about D admixture,and shall be 100 kg(2 to 8 f[oz/100 lb) of -2°C(287),but will return to full Daratard 171 as manufactured by cement. The amount to be used strength after thawing and thor. Grace Construction Products,or will depend upon the degree of ough agitation. equal. Certification of Compliance retardation required under job shall be made available on conditions. Longer setting timrs request.It shall be used in strict or higher temperatures will accordance with the manufactur- require higher addition rates. er's recommendations. Conversely, the addition rate will The addition rate shall be adjust. be lower for shorter extensions of ed to produce the specified retar- time. dation of the concrete mix at all temperatures. W_R.Grace&Gn..Conn- 62 Whittemore Avenue Cambridge,MA 02140 waved.I,—.and*FDA R+ariaeKd tr e�.rY..,a �e hale dr Mh—w kte nwm�o: �admYew .'W- w do roe ika.rill wrrnq remrr�� a�d r oHacd ie dw awl aao�uvr do ce. ,ex �PPW 4 ati No w.mwr.ncaee.ud.eiaa or "X700.1_r.�m.�4lwpmwaosesaWm�ymip�d fie, Aw+�.i+�bnq�q MA 031 0.In f+rd�71 r C '� Clete r l{a,d,iru�'r.Nts ,TM,W.L r. GWk fkVY 19f6.VJt,Gan Ac Cy,- i, RT�D hiiwd V3.L V►7 iNLI S3 . �^+�__ \.r.Jll� Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:44; Page 10/11 �r P R O d U C T 1 N F O R M A T 1 O N WRDA" 64 Water-Reducing Admixture ASTM C 494, Type A and Type D Description WRDA*64 is a polymer based aqueous solution of complex organic compounds. WRDA 64 is a ready-to-use low viscosity liquid It which is factory pre-mixed in exact proportions to minimize handling,eliminate mistakes and guesswork. WRDA 64 contains no calcium chloride and weighs approximate- ly 1.21 kg/L (10.1 lblgal), Uses WP,DA 64 produces a concrete with lower water content (typical- ly 8 to 10% reduction),greater plasticity anal higher strength. It is used in ready-mix plants, block and concrete product plants, in lightweight and prestressed work ... wherever concrete is produced. The use of WRDA 64 produces a Finishability Plastic concrete that is more Finishers have stated that the AdvantdgeS workable, easier to place and cement paste,or mortar, in WRDA 64 offers significant more finishable than plain or WRDA 64 admixtured concrete advantages over single component other admixtured concrete. In the has improved trowelability. The water reducers. Water reduction hardened state, WRDA 64 con- influence of WRDA 64 on the fin- and setting times are more consis- crere has higher compressive and ishability of,lean mixes has been tent due to the polymer compo- flexural strengths at all ages than particularly noticeable.Floating nents. WRDA 64 also performs untreared or conventional admix- and troweling, by machine or especially well in concrete con- tared concrete. hand, imparts a smooth,closr tul- Mining fly ash and other The greater degree of plasticity crance surface, pozzolans. achieved,compared with conven- tional water-reducing admixtures, allows improved finishability. GRAa construction Products Sent By: CALMAT DIVISION; 619298 6613; Jan-18-02 8:44; Page 11/11 Addition Rote By combining the separate effects The water-reducing or water- The addition rate range of WRDA of air-entraining and dispersion, -reducing and retarding)admix. 64 is 195 to 390 MU100 kg the water requirement of concrete tore shall be WRDA 64,as (3 to 6 fl oz/100 lb) of cement. may be reduced up to 15%• Pretesting is required to determine EACH ADMIXTURE SHOULD manufactured by Grace Construction Products, or equal. Type A and Type D performance. the appropriate addition rate for B£ADDED SEPARATELY. While The admixture shall not contain WRDA 64 contains no calcium calcium chloride. It shall be used Optimum addition depends on chloride, it is compatible with cal- in strict accordance with the man- the other concrete mixture com- cium chloride in concrete mixes. ufacturer's recommendations. The ponents, job conditions, and Again, each should be added se - desired performance aratcly. p admixture shall comply with characteristics. ASTM Designation C 494, Type Packaging A water-reducing(or Type D Dispensing Equipment WRDA 64 is available in bulk water-reducing and retarding) A complete Line of accurate, auto- admixtures, Certification of com- A co pl dispensing lin delivered by metered tank trucks, pliance shall be made available on equipment is and in 210 L (55 gal) drums. available. WRDA 64 may be WRDA 64 contains no flammable request. introduced.to the mix on the sand ingredients. It will freeze at about The admixture shall be considered or in the water. -2°C(28°l~), but will return to full part of the total water- The Compatibility with Other Strength after thawing and thor- admixture shall be delivered as a Admixtures ough agitation. ready-to-use liquid product and WRDA 64 is compatible in con- Architec ts shall require no mixing at the cretc with all air-entraining Concrete Water-Reducing Specification for hatching plant or job site_ admixtures such as Darex II AEA Admixture and Daravair°. Due to the slight Concrete shall be designed in air-entraining properties of accordance with ACI Standard 1 WRDA 64, itself,the addition Recommended Practice for rate of air-entraining admixture Selecting Proportions for may be reduced by about 25%_ Concrete,ACI 21.1. W.R.CraCe&fl_.-Conn, 6Y.Whittemore Avenue Cambridge.,MA 02140 i wanA,urn r M.�..v,r„r.o,�wed ua1�k,at i.1{,ix.m ac saroiw. 's+e hw.tly idamro„Mr i 6r Ady1d.4 N M.>J m mu.rd t wkq�c .Id wraai��A.�al1�,,&��K hnr wr de.'+r wu.ar dr redo w!t uhadd /h..�n�al�y -min, b,.Ut yw.Is'm•C.u�i., trrp,f�tee.AL....r.r...c�Mrrwwl..on.v �ar ravwmmu,deew 'M& �+rnkid*4 MA 02140.I.Gmd.,7F'. 291 �r�.��Gov pwar w myr, , Thk Nwire�rrr.,M.r.-wd h ranm o,pr,,,,,,DeiW; °^are R..�.\Cae M•.C4. Cr.a.W s xs. "s' Vrr+drr 1994.M9,K•r 4[r k Co.•eLn.. e'MO.1{6l' rriged is r1 F ent FMCpVSM GRAGE COrlStfvCHQn Prp� Sent by: SUPERIOR READY MIX L.P. 7607409557; 01 /1B/02 12:01PM;Jet& #520;Page 2110 Superior Ready Mix s. y , . 1508 W. Mission Rd { r Escondido, CA 92029 ( 760)745-0556 CONCRETE MIX DESIGN MIX ID a 5553P [ ] 2500 PST 01/18/02 CONTRACTOR CONCRETE CONTRACTORS INTERSTATE PROJECT VIA CANTABRIA IMPROVEMENTS SOURCE OF CONCRETE : SUPERIOR READY MIX .CONCRETE.; :?L 'P . CONSTRUCTION TYPE 520—C-2500P PLACEMENT = TRUCK PLACE WEIGHTS PER CUBIC .YARD (SATURATED, SURFACE;—DRY) YIELD; CU FT ASTM—C150 TYPE IT/V CEMENT, .LB X20 .2.65 ASTM—C33 WASHED CONC. SAND ( SUPERIOR),, LS 13;85 8'.44 ASTM—C33 #57 .ROCK (-SUPERIOR ), LB 1,489 9,1,1, ASTM—C33 #8 ROCK (SUPERIOR), LB 267 i .63 WATER, LB ( GAL--US ) 306 ( 36.7).. 4.90. . TOTAL AIR , % 1 .0 +/-' 1 »0 0»27 TOTAL 27:00 MASTER BUILDERS POZZ 322N, OZ-US 15.b0 WATER/CEMENT RATIO, ' LBS/LB 0 .:59 SLUMP, IN 4 .00 CONCRETE UNIT WEIGHT, ' PCB' 146..:9 COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C" STANDARD SPECIFICATIONS FOR PUBLIC WORKS. PREPARED BY SUPERIOR READY .MS CONCRETE, L .P . Sent by: SUPERIOR READY MIX L.P. 7607409557; 01/18/02 12:02PM;jgL& #520;Page 4/10 MIX #5553P FULL, GRADATION ANALYSIS SIEVE STONE I STON£' 2 SAND PASTE. TOTAL: : AGGR 1-1/2 100.0 10;0..0 :100 .0, 1 98.0 99.3 99.1 3/4 . .I 62.0. 87'.<2 82 .0' 1/2 34.0 . 100 :0 7 , 7 7 68. 7: . 3/8' 24 .0 95 .0 100.0 74':1 63.5 # 4 2.0 20 .0 98.0 6.1:-!5 45.8 # 8 1 .0 1 .0 83.0 55.w3 37 .1 . # 16 - - 63.0 48.:7 27.7': # 30 - -- 39.0 41 2 17.2 # 50 - 18.0 34<6 7.9 ## 100 - _ 6.0 30.::8 2..6 : #. 200 - - 2.9 100 .0 ; 29':9 . 1 .3 # 325 - _ 94 .9 Liquid - - _ b6.2 19:2 - GRADATION CHART 100 + I I 1 I f I - I I 1 I x I 1 1 I I E Sa c 70 f ! 1 1 X 1 t f 1 ! E T I 1 I t I I I 1 1 I t X 1 I f •'; ;f 1 1 1 l 1 F? A 4a S i i i i p S 30 I ! ! 1 ! ! 1 1 f '1 •1 I x I N24 ' -__'--' _ -' - ' _ -'' ------ ' ---- ' ------ --- ------'�; - ---x t 1 I - 1 I I 1 � 1 G i i i i i i i i a 1 1 3 1 3 # # # # # 2 3 1. STEVE . / f / 4 8 1 3 5 0 0 . 2 i 5 41 2 8 6 0 0 fl 0 : . 5 q x - ALL COMPONENTS a - AGGREGATES - 80TH Sent by: SUPERIOR READY MIX L.P. 7807409557; 01 /18/02 12:02PM;jKEj #520;Page 3/10 MIX #5553P MIX ANALYSIS MIX VOLUME,, CU FT 27 .60 COARSENESS (Q / ( Q + I ) ) 5g:�'p WORKABILITY 37.1 W - ADJUST 3.5.'.:9. PERCENT MORTAR 55 1i3 TOTAL FINENESS MODULUS 5.,1g t t: w ; R ; x K 35 j _ . . . . . . Y ,.;-:— , . _. .TOTAL MIX i r AGGiE GAT ES ; 100 80 60 40 20; 0 C0AR5 .ENESS MATERIALS CHARACTERISTICS STONE 1 STONE 2: SAND __ DENSITY, SP G 2_6 _ . .� . ....2.63 . % PASSING 3/8 SIEVE 24 .0 95.0 100.0 % PASSING # 8 SIEVE 1 ,0 110 83.0 FINENESS MODULUS 7 .11 5 .84 2.93 PERCENT OF AGGREGATE 47.5 8 .5 44 ,0 NO SEVERE EXPOSURE Sent by: SUPERIOR READY MIX L.P. 7607409557; 01 /18/02 12:03PM;j0fjz #520;Page 8/10 SUP6r,ior Ready Mix 1508 . W . Mission Rd ', Escondido, CA 92029 (760 )745--0556 CONCRETE MIX DESIGN MIX ID 8665P [ 2500 PSI 01/18/02 CONTRACTOR = CONCRETE CONTRACTORS INTERSTATE'. PROJECT: VIA 'CANTABRIA IMPROVEMENTS SOURCE OF CONCRETE = SUPERIOR READY MIX C.ONCR£'T.E -LP . CONSTRUCTION TYPE = VARIOUS PLACEMENT 3/8." PUMP WEIGHTS PER CUBIC YARD ( SATURATED , SURFACE=DRY) YIELD, CU F7 ASTM-°C150 TYPE II/V CEMENT , LB 5119 2_64 ASTM-C618 CLASS "F" FLYAS'H, L.B 92 0.72' AStM-C33 WASHED CONC. SAND (SUPERIOR ), LB 1845 11 .24 ASTM-C33 #8 DOCK (SUPERIOR), LS 1000 6.12 WATER, LB .(GAL--US) 375 ( 44.9) 6:01 TOTAL AIR , 1 .0 0.27 :TOTAL 27.00 MASTER BUILDERS PDXZ 322N, OZ-US 18 .33 WATER/CEMENT RATIO; L.BS/LS 0.61. SLUMP, IN 6.00 CONCRETE UNIT WEIGHT , PCF 141'.9 PREPARED BY SUPERIOR READY MIX CONCRETE L .P. Sent by: SUPERIOR READY MIX L.P. 7607409557; 01 /18/02 12:03PM;JaEju #520;Page 9/10 MIX #8665P MIX ANALYSIS MIX: VOLUME , CU FT : 27. Q . COARSENESS; (O / (f1 + I )) S':8 WORKABILITY 54_.;1: W — AD.7UST ;.55.»,4 PERCENT MORTAR 70.;5 TOTAL, FINENESS MODULUS 45 ----------- ----------- --------- 1 t r I t 1 40 ' _____�-�- -------- ------- r I , ' I j! 0 A Y � . . . . . . . . . . : . . . . • � I. r I ,--------- I x TOTAL, MAX I } 4 AGGREGATES I .60TH 1E70 80 60 40 20. 0 C 0 A R S. :E N E S S [ Q / (q. t I ) MATERIALS CHARACTERISTICS STONE SANG DENSITY, SP G -�2.62� 2.63 PASSING 3/8 SIEVE 95.0 lOa.O PASSING # 8 SIEVE 1 .0 83.0 FINENESS MODULUS 5 .84 2:93 PERCENT OF AGGREGATE 35.2 64;.8 MINERAL. ADMIXTURE DENSITY , SP G 2'.04 NO SEVERE EXPOSURE sent oy: surtHlUH HEADY MIX L.P. 7607409557; 01/18/02 12:03PM• • ,]etEU #520;Page 10/10 MIX #866-SP FULL GRADATION ANALYSIS -SIEVE-. -STONE- ,r$AND__ -PASTE- -TOTAL:_ :A.`GGR 100.:0 �----- 1 1100.0 3/4 100 ;0 1:00.,.0 100.,0 100_p 1/2 100, .0 3/8 100 _0 ;100.0 95.0 100.0 98 98.2 # 4 20 .0 98.0 81 .0 70.5 # 8 1 .0 83.0 70.5 54 .1 9 JS 63.0 61A :40 # 30: - 39.0 51 ..9 : 25.3 # 50 18.0 43 .2 '11 .7 # 140 - b ,o 38-2 .9 . # 200' �- 2 .9 100 .0 36:9 1 .9 # 325: - - 95 .5 34.'1. Liquid - 65 .1 23.3 GRADATION CHART 100 _.. : E 80 N 60 p 50 1 I ! t 7 + 1 ! 1 1 ! ! r 1 I f A 40 ----j:--_ � r r + 30 N 20 STEVE / / •/.: # # # # # 2 3 L 5 4 2 8 4 8 1 3 5. 0 p 2 1 b p p ? Q 0 5. 9 x - ALL COMPONENTS 0 - AGGREGATES * - BOTH SECTION D BID FORMS con6565 D-1 BASE BID SCHEDULE Item t1�rfl�im2ie. Tam No. C) aittity tfinit, Item (figures), figures) 1. Lump Sum Lump Sum Clearing and Grubbing $ 32 196 2. 83.11 L.F. Type G Concrete Curb&Gutter $ 1(0,00 $ 11 3 Zq.7G 3. 155.41 L.F. 6"Curb $ (3,OO $ Z,C)ZO.33 4. 576 Sq.Ft. Concrete Sidewalk $ $;c{b $ 4, I(O, Q 5. 4 Each Pedestrian Ramp $ c4S'0.C20 $ 1, 800.'00 6. 1,460 Sq.Ft. Concrete Cross Gutter/Driveway $ 7%SO $ 10, 9S0,a 7. 22.3 Tons Asphalt concrete $ S 9,p O $ 1, q 8 y 8. 62 Tons Class II Aggregate Base $ 7-7.IJO $ J (,,9&1 .$� 9. 60 Tons Crushed Aggregate Base $ZS.00 $ 10. 30 Sq.Ft. Slump Block Wall $ Sq-00 $ 11. Lump Sum Lump Sum Grading $ 2, ZC90 $ L, ZA Cy 12. 2 Ea Tree $ Oo $ 3 5Q o 13. 1 Lump Sum Lump Sum Hydroseeding $ $ OG °O $ god ad BASE BID AMOUNT FWP— NUAr). 0A. 6- dollars and t4we- cents. (o z, 4s1. 9q con6565 D-2 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID To the City of Encinitas,State of California: The undersigned in submitting a bid for El Camino Real and Via Cantebria Street Improvements, being duly sworn,deposes and says: That he has not, either directly or indirectly, entered into any agreement, participated in any collusion,or otherwise taken any action in restraint of free competitive bidding in connection with such contract. That the only persons or parties interested in this proposal as principals are those named herein;that no officer, agent, or employee of the CITY is personally interested, directly or indirectly, in this proposal;that this proposal is made without connection to any other individual,firm or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud. Rus e l Signature of Bidder Baumgartner, President 12599 Stotler Ct. Poway, Ca. 92064 Business Address 2609 Oceanfront Walk San Diego, Ca. 92029 Place of Residence Subscribed and sworn to before me this 20th day of November , 2001 . M h- `Q.�� 1 �.� Notary Public in and for the County of State of California. My Commission Expires 200\ . Commission#12MI" MID Nobay Public-cailkmb sm Diego courny My Comm.BOw Jan 1.2M5 con6565 D-3 LIST OF SUBCONTRACTORS& SUPPLIERS BIDDER is required to furnish the following information relative to the subcontractors and suppliers he proposes to use. If all work is to be done without subcontractors,write"none"in the following space: Name,Address&Phone Number of Subcontractors,Suppliers and Vendors P//�o__rtion of Work Materials or Equipment SA,J D1640 (us �A nDSc4,0 E &Iev_(4&1 -yi�6 STp� I R.�2.i 4Ana✓ �Hyp2a5 REFERENCES The following are the names, addresses, and phone numbers for three references for which BIDDER has performed similar work within the past two years: **** PLEASE SEE THE ATTACHED PAGES *** 1. Name and address of owner Name and telephone number of person familiar with project Contract amount Type of work Date completed 2. Name and address of owner Name and telephone number of person familiar with project Contract amount Type of work Date completed 3. Name and address of owner Name and telephone number of person familiar with project Contract amount Type of work Date completed con6565 D-4 BIDDER'S INFORMATION BIDDER declares under penalty of perjury under the laws of the State of California that the representations made hereto are true and correct. Single Eagle Inc. , dba Bidder'sName Concrete Contractors Interstate 12599 Stotler Ct. Business Address Poway Ca 99064 Telephone ( 858 ) 679-5550 State Contractor's License No. and Class 530842 A,B, & C-8 Original Date Issued Aug. 10 , 1 9 8 9 Expiration Date 5/31 /02 con6565 D-5 Excavation Notice "In the event Contractor is required to dig any trench or excavation that extends deeper than four feet below the surface in order to perform the work authorized under this contract, contractor agrees to promptly notify City in writing and before further disturbing the site if any of the conditions set forth below are discovered: 1. Material that the Contractor believes may be material that is hazardous waste,as defined in Section 25117 of the Health and Safety Code,that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with the provisions of existing law. 2. Subsurface or latent physical conditions at the site differing from those indicated. 3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in the work of the character provided for in this contract. A. City agrees to promptly investigate the conditions,and if City finds that the conditions do materially differ, or do involve hazardous waste, and cause a decrease or increase in contractor's cost of,or the time required for,performance of any part of the work,shall issue a change order under the procedures described in this Contract. B. That,in the event a dispute arises between City and Contractor as to whether the conditions materially differ,or involve hazardous waste,or cause a decrease or increase in Contractor's cost of, or time required for, performance of any part of the work, Contractor shall not be excused from any scheduled completion date provided for in this Contract, but shall proceed with all work to be performed under the Contract. Contractor shall retain any and all rights provided either by this contract or by law which pertain to the resolution of disputes and protests between contracting parties." IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title,hands and seals of all forenamed principals this 2 0 th day of , 200.1 BIDDER Single Eagle Inc. , dba Concrete Contractors Interstate Russel aumgartner, President Subscribed and sworn to this 20th day of November -, 20 01 NOTARY PUBLIC1 r r r-1 "CHEIIE A. PI�ILUPS con6565 C on01201„ Notay Pubac-Cditn o SonC. MVC0M-B;*esjan1.=wlP " PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE In accordance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury,the following questionnaire: Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal,state,or local government project because of a violation of law or a safety regulation? r"X Yes No If the answer is yes,explain the circumstances in the following space. con6565 D-7 SECTION E CONTRACT FORMS con5805 E-1 CONTRACT FOR THE CONSTRUCTION OF AN ENGINEERING SERVICES PROJECT THIS CONTRACT is made and entered into by and between the CITY of Encinitas, a municipal corporation,hereinafter referred to as "CITY", and S i nge l Eagle Inc;hereinafter referred to as "CONTRACTOR". RECITALS CITY requires a general contractor to construct a public works project generally described as EL CAMINO REAL AND VIA CANTEBRIA STREET IMPROVEMENTS PROJECT NO. CMS01G CONTRACTOR represents itself as possessing the necessary skills and qualifications to construct the public works project required by the CITY and possesses the required contractors license; NOW THEREFORE,in consideration of these recitals and the mutual covenants contained herein,CITY and CONTRACTOR agree as follows: 1.0 CONTRACTOR'S OBLIGATIONS 1.1 CONTRACTOR shall construct the public work which is described in Attachment A, which is attached hereto and incorporated herein as though fully set forth at length; and which will hereinafter be referred to as "PROJECT". 1.2 The CONTRACTOR shall perform all work required to construct the PROJECT in conformity with applicable requirements of all City, State,and Federal laws. 1.3 The CONTRACTOR is hired to render professional services and any payments made to CONTRACTOR are compensation fully for such services. 1.4 CONTRACTOR shall maintain throughout the full term of this CONTRACT all professional certifications and licenses required in order to comply with all City, State,and Federal laws in the performance of this CONTRACT. 1.5 The CONTRACTOR shall pay wages to CONTRACTOR's employees not less than the current"General Prevailing Wage Rates" issued by the Director of the Department of Industrial Relations of the State of California. 2.0 EXTRA WORK The CONTRACTOR,in providing the services as set forth herein, shall not perform work in excess of the PROJECT without the written permission of the CITY or its designated con6171 05K10 Page 2 Jul 92 E-2 representative. All requests for extra work shall be by written Change Order submitted to CITY prior to the commencement of such extra work. 3.0 PAYMENT FOR SERVICES Payment for CONTRACTOR's work to be rendered hereunder shall be in accordance with the provisions of the Bid Schedule in Section D, Bid Forms, which is attached hereto and incorporated herein as though fully set forth at length. 3.5 SECURITY FOR CONTRACTOR'S PROMISE TO PERFORM 3.5.1 CONTRACTOR shall post and maintain during the full term of this CONTRACT, the following security for CONTRACTOR's promise to perform this CONTRACT: A. The amount of the faithful performance security shall be: 100%. B. The form of the security shall be: 1. Cash; 2. Cashiers check made payable to the CITY; 3. A certified check made payable to the CITY; 4. A 100% faithful performance bond executed by an approved surety insurer, made payable to the City;or 5. The CONTRACTOR may elect to deposit securities of a value equivalent to the amount of the performance security in accordance with the provisions of § 22300 of the Public Contract Code. The City will make the final determination as to the value of the posted securities. 3.5.2 CITY shall retain 10% of each payment due CONTRACTOR under this contract until completion and acceptance of the PROJECT. In accordance with the provisions of§ 22300 of the Public Contract Code,the CONTRACTOR may elect to deposit securities of a value equivalent to the retention and thereby become entitled to receive 100% of the payments,without retention. The City will make the final determination as to the value of the posted securities. 3.5.3 In accordance with Civil Code § 3247, CONTRACTOR shall post and maintain during the full term of this CONTRACT,the following security for CONTRACTOR's promise to perform this CONTRACT: A. The amount of the payment(labor and materials)security shall be: 100%. B. The form of the security shall be: 1. Cash; con6171 05K10 Page 3 Jul 92 E-3 2. Cashiers check made payable to the CITY; 3. A certified check made payable to the CITY; 4. A 100% labor and materials bond executed by an approved surety insurer, made payable to the City;or 5. The CONTRACTOR may elect to deposit securities of a value equivalent to the amount of the performance security in accordance with the provisions of § 22300 of the Public Contract Code. The City will make the final determination as to the value of the posted securities. 4.0 TERM OF CONTRACT 4.1 This CONTRACT shall be effective on and from the day, month and year of its execution by CITY. 4.2 CONTRACTOR shall commence the construction of the PROJECT within 15 days from the date of a written notice to proceed and shall continue until all tasks to be performed hereunder are completed or this CONTRACT is otherwise terminated. 4.3 CONTRACTOR shall fully complete the performance of this contact within 60 working days from the date of a written notice to proceed. 5.0 TERMINATION OF CONTRACT In the event of the CONTRACTOR'S failure to prosecute, deliver, or perform the work as provided for in this CONTRACT, the CITY may terminate this CONTRACT by notifying the CONTRACTOR by certified mail of said termination. 6.0 STATUS OF CONTRACTOR The CONTRACTOR shall perform the services provided for herein in a manner of CONTRACTOR's own choice, as an independent contractor and in pursuit of CONTRACTOR's independent calling, and not as an employee of the CITY. CONTRACTOR shall be under control of the CITY only as to the result to be accomplished and the personnel assigned to the project. However,CONTRACTOR shall confer with the CITY as required to perform this CONTRACT. 7.0 SUBCONTRACTING 7.1 As required by California Public Contract Code Section 4104,the CONTRACTOR has set forth in the List of Subcontractors and Suppliers in Section F, Bid Forms,which is attached hereto and incorporated herein as though fully set forth at length: A. The name and location of the place of business of each subcontractor who will perform work or labor or render service to the bidder in or about the construction of con6171 05K10 Page 4 Jul 92 E-4 the work or improvement, or a subcontractor licensed by the State of California who,under subcontract to the bidder,will specially fabricate and/or install a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of 1/2 of 1% of the CONTRACTORS total bid. B. The portion of work which will be done by each listed subcontractor;and C. Only one subcontractor for each portion of the work. 7.2 If the CONTRACTOR subcontracts any of the work to be performed under this CONTRACT,CONTRACTOR shall be as fully responsible to the CITY or the acts and omissions of the CONTRACTOR's subcontractor and of the persons either directly or indirectly employed by the subcontractor,as CONTRACTOR is for the acts and omissions of persons directly employed by CONTRACTOR. Nothing contained in the CONTRACT shall create any contractual relationship between any subcontractor of CONTRACTOR and the CITY. The CONTRACTOR shall bind every subcontractor by the terms of the CONTRACT applicable to CONTRACTOR's work unless specifically noted to the contrary in the subcontract in question approved in writing by the CITY. 8.0 ASSIGNMENT OF CONTRACT The CONTRACTOR has no authority or right to assign this CONTRACT or any part thereof or any monies due thereunder without first obtaining the prior written consent of the CITY. 9.0 EQUALS The PROJECT description designates specific brands or trade names. In accordance with Public Contract Code § 3400, the CONTRACTOR proposes "an equal" item indicated in Attachment D which is attached hereto and incorporated herein as though fully set forth at length. 10.0 VERBAL AGREEMENT OR CONVERSATION No verbal agreement or conversation with any officer, agent or employee of the CITY, either before, during or after the execution of this CONTRACT, shall effect or modify any of the terms or obligations herein contained nor such verbal agreement or conversation entitle CONTRACTOR to any addition payment whatsoever under the terms of this CONTRACT. 11.0 DISPUTES 11.1 If a dispute should arise regarding the performance of this CONTRACT, the following procedures shall be used to address any question of fact or interpretation not otherwise settled by agreement between the parties. Such questions, if they become identified as part of a dispute between persons operating under the provisions of the CONTRACT, shall be reduced to writing by the complaining party. A copy of such documented dispute shall be forwarded to the other party involved along with recommended methods of resolution,which would be of benefit to both parties. con6171 05K10 Page 5 Jul 92 E-5 The party receiving the letter shall reply to the letter along with a recommended method of resolution within ten(10)days of receipt of the letter. 11.2 If the dispute is not resolved, the aggrieved party shall send a letter outlining the dispute to the City Engineering Services Director to be resolved. 11.3 If the dispute remains unresolved and the parties have exhausted the procedures of this section,the parties may then seek remedies available to them by law. 11.4 Pursuant to Public Contracts Code section 20104, a claim by the CONTRACTOR for a time extension;payment of money or damages arising from work done by or on behalf of the CONTRACTOR pursuant to the CONTRACT which is not otherwise expressly provided for or the claimant is not otherwise entitled to; or an amount the payment of which is disputed by the CITY, shall be dealt with as follows: A. The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by the CONTRACT for the filing of claims. B. Claim of less than fifty thousand dollars: 1. For claims of less than fifty thousand dollars, the CITY shall respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the CITY may have against the claimant. 2. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision,upon mutual agreement of the CITY and the claimant. 3. The CITY's written response to the claim, as further documented, shall be submitted to the claimant within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information,which ever is greater. C. Claim of fifty thousand dollars or more: 1. For claims of fifty thousand dollars or more, the CITY shall respond in writing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the CITY may have against the claimant. con6171 05K10 Page 6 Jul 92 E-6 2. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. 3. The CITY's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation,or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation,whichever is greater. D. If the claimant disputes the CITY's written response, or the CITY fails to respond within the time prescribed,the claimant may so notify the CITY, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the CITY's failure to respond within the time prescribed, respectively,and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand,the CITY shall schedule a meet and confer conference within 30 days for settlement of the dispute. E. If following the meet and confer conference the claim or any portion remains in dispute, the claimant may file a claim pursuant to Chapter 1 (commencing with section 900)and Chapter 2 (commencing with section 910)of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions,the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subsection A until the time the claim is denied, including any period of time utilized by the meet and confer conference. F. A civil action filed to resolve a claim subject to Section 11.4 of this CONTRACT shall be subject to the provisions of PCC §§ 20104.4 and 20104.6. 12.0 HOLD HARMLESS 12.1 CONTRACTOR agrees to indemnify and hold the CITY and CITY's officers, officials,employees and agents harmless from, and against any and all liabilities,claims,demands, causes of action,losses,damages and costs,including all costs of defense thereof,arising out of, or in any manner connected directly or indirectly with, any acts or omissions of CONTRACTOR or CONTRACTOR's agents, employees, subcontractors, officials, officers or representatives. Upon demand, CONTRACTOR shall, at its own expense, defend CITY and CITY's officers, officials, employees and agents, from and against any and all such liabilities, claims, demands, causes of action,losses,damages and costs. 12.2 CONTRACTOR's obligation herein includes,but is not limited to, alleged defects in the construction of the improvements;alleged defects in the materials furnished in the construction of the improvements; alleged injury to persons or property; alleged inverse condemnation of property as a consequence of the construction or maintenance of the work or the improvement;and any accident, loss or damage to the work or the improvements prior to the acceptance of same by CITY. con6171 05K10 Page 7 Jul 92 E-7 12.3 By inspecting, approving or accepting the improvements, CITY shall not have waived the protections afforded herein to CITY and CITY's officers, officials, employees and agents or diminished the obligation of CONTRACTOR who shall remain obligated in the same degree to indemnify and hold CITY and CITY's officers,officials,employees and agents, harmless as provided above. 12.4 CONTRACTOR's obligation herein does not extend to liabilities,claims, demands, causes of action, losses, damages or costs that arise out of the CITY's intentional wrongful acts, violations of law,or the CITY's sole active negligence. 13.0 INSURANCE 13.1 The CONTRACTOR shall obtain and for the full term of this CONTRACT maintain a policy of motor vehicle liability, general liability and property damage insurance from an insurance company approved by City and licensed and admitted to be transacting business in the State of California,in an insurable amount of not less than one million dollars($1,000,000.00)for each occurrence and in the aggregate. The insurance policy shall provide that the policy shall remain in force during the life of this CONTRACT and shall not be canceled, terminated, or allowed to expire without thirty (30) days prior written notice to CITY from the insurance company. 13.2 The CITY, San Dieguito Water District, and Olivenhain Municipal Water District shall be named as an additional insured on CONTRACTOR'spolicies. 13.3 Prior to commencement of work under this CONTRACT, CONTRACTOR shall furnish endorsements from each of the insurance companies. 14.0 NOTICES 14.1 Any notices to be given under this CONTRACT, or otherwise, shall be served by certified mail. 14.2 For the purposes hereof,unless otherwise provided in writing by the parties hereto, the address of CITY and the proper person to receive any such notice on its behalf is: Leroy Bodas Interim Director of Engineering Services City of Encinitas 505 S. Vulcan Avenue Encinitas,CA 92024-3 63 3 con6171 05K10 Page 8 Jul 92 E-8 and the address of CONTRACTOR and the proper person to receive any such notice on its behalf is: Russel Baumgartner, President 12599 Stotler Ct. Poway, Ca. 92064 15.0 CONTRACTOR'S CERTIFICATION OF AWARENESS OF IMMIGRATION REFORM AND CONTROL ACT OF 1986 "CONTRACTOR certifies that CONTRACTOR is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC Secs. 1101-1525)and will comply with these requirements, including but not limited to verifying the eligibility for employment of all agents, employees,subcontractors and consultants that are included in this Contract." 16.0 AFFIDAVIT OF NONCOLLUSION As required by California Public Contracts Code section 7106, the CONTRACTOR has submitted within Section F, Bid Forms,affidavit of noncollusion affidavit,which is attached hereto and incorporated herein as though fully set forth at length. CONTRACTOR CITY OF ENCINITAS by by Ru sel Baumgartner, P esident Dated: Dec. 31 , 2001 Dated: con6171 05K10 Page 9 Jul 92 E-9 ATTACHMENT A EL CAMINO REAL AND VIA CANTEBRIA STREET IMPROVEMENTS WORK TO BE DONE All work shall be done in accordance with the Special Provisions, the "Greenbook" Standard Specifications for Public Works Construction (1997 edition), the 1994 Regional Supplement Amendments to "Greenbook" Standard Specifications for Public Works Construction(adopted by the San Diego Regional Standards Committee), and the San Diego Area Regional Standard Drawings (March, 1997 edition), Caltrans Standard Specifications (July, 1992 edition), and the plans,drawing number 0042-SI unless otherwise indicated on the plans. DESCRIPTION OF WORK FOR EL CAMINO REAL AND VIA CANTEBRIA STREET IMPROVEMENTS The work consists of installation of concrete, asphalt concrete, Class I1 Aggregate Base, reconstruction of slump block wall, and other appurtenant work as shown on the drawings entitled "El Camino Real and Via Cantebria Street Improvements'', Drawing No. 0042-SI which are considered a part of the contract documents. con6171 05K10 Page 12 Jul 92 E-12 Sent by: SUPERIOR READY MIX L.P. 7607409557; 01 /18/02 12:02PM;JetFax #520;Page 5/10 Superior Ready Mix 1508 W.�t JAN 7 5 2002 Escondido, CAssiOn 92029(760)745-0556 4 CONCRETE MIX DESIGN MIX ID 5596P C 7 3250 PSI 01/18/02 CONTRACTOR = CONCRETE CONTRACTORS INTERSTATE PROJECT :VIA CANTASRIA IMPROVEMENTS SOURCE OF CONCRETE SUPERIOR READY MIX CONCRETE L.P. CONSTRUCTION TYPE : 'VARIOUS PLACEMENT : 4"PUMP / TRUCK PLACE WEIGHTS PER CUBIC -YARD (SATVRATED, SURFACE-DRY) YIELD, CU' FT ASTM--C150 TYPE II/V: CEMENT, LB 566 2 ,85 ASTM-°C33 WASHED CONC . SAND (.SUPERIOR), Le 1371 8.3s ASTM—C33 #57 'ROCK (SUPERIOR), L8 1477 9;04 ASTM—C33 #8 ROCK (SUPERIOR) , LB 261 1 .59 WATER, l-B (GAL—US') 306 C !36.6 4.90 . TOTAL AIR , % l..0 t%--. 1 .0 0.27 TOTAL 27.00 MASTER BUILDERS POZZ 322N , . OZ-US 16 ..80 WATER/CEMENT RATIO;, LBS/LB SLUMP, IN 4.00r CONCRETE UNIT WEIGHT , PCF 147 .:2 COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C ST'AN0 R0 SPECIFICATION FOR PUBLIC WORKS- 560-C-3250 PREPARED BY SUPERIOR READY MIX CONCRETE L .P. Sent by: SUPERIOR READY MIX L.P. 7607409557; 01/18/02 12:02PM;jfiffj #520;Page 6/10 MIX #5596P MIX- ANALYSIS MIX VOLUME, CU FT 27..00 COARSENESS. (p / (Q + I )) S$' 2 WORKABILITY 37.1 W ADJUST 37»0 PERCENT -MORTAR 55'l!6i . TOTAL FINENESS, MODULUS 40 --------- 0 i i !* 1 .i• 1 R K 35 i---------. �.... �_ ._ � __.._.. ...� i • _ . . . . . . . � $ 1 r t . . . . .. . . . I Tj w w . . . . . , Y x -� TOTAL- MIX ' ; f 0 - :AGGRtGATES r 100 80 60 40 20 p CaARSENESS [ Q MATERIALS CHARACTERISTICS STONE 1 STONE :2 SAND -------w _ DENSITY, SP G 2.622.62` PASSING: 3/8 SIEVE 24 .0 95 .0 100.0 PASSING #, S. SIEVE 1 .0 1 .0 FINENESS MODULUS 7.11 5.$4 83 .0 PERCENT OF :AGGREGATE 47.6 8.4 44.0 NO SEVERE EXPOSURE "�• ""rcn1UH HEADY MIX L.P. 7607409557; 01/18/02 12:03PM;jg�—#520;Page 7/10 MIX #5wg6P FULL GRADATION ANALY5IS SIEVE STONE 1 STONE 2 SAND 1-1./2 ��100.0 p__� �.__ _PASTE TOTAL' gGGR 3/S M -- �- 3�4 :0 loo.o 6 �0.112 99 ;3 34.0 100 99_O v .0 , $7.3 # 4 24"0 95-0 77 81 .9, 100. q # 8 Z .0 20.0 98.0 ` 74=`3 b3.4 -' # 16 1 .0 83`0 b1�9 45. # 30 W 63.0 37:1 # 50 39.0 49�;2 27.7 # . 100 _ "" i$.0 :41 .g 17 2 v - # .200 6.0 35 '3 7 1-7,2 .: .9.: # 325 _ 2.9 200.0 Liquid 30:6' - 94.7 28^1, . 6'4 .5 19.`1 100 GRADATION CHART r f r" 1 1 _' _ t 1" --r 30 t r- r f 1 1 I ".".. 1 5 4 8 4 8 1 # 2 2 # 1 3 g, ' 3 L 6 0 0 0 0 2 i 0 0 9 X ALL COMPONENTS o AGGREGATES : 80TH . .