The URL can be used to link to this page

Home My WebLink About3188; COLLEGE BLVD EXTENSTION; PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE; 1987-12-15_ • r J1á1' Testing Engineers—San Diego S P_t A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2956 Industry . Street, Oceanside, California 92054 (619) 757-0248 PHYSICAL' PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad Job No 5259 2075 Las Palmas' Drive - . Lab No. 087-579 Carlsbad, CA '92009-4859 - ' Date of Report 12/15/87 Project Coll'ege Blvd. Pro ect 1/3188 Location Carlsbad -'• ' .'Sampled -By TESD Date 10130/87 Type of Material 3/4" med. 'max AR400'0 Submitted By TESD ' Date 11/15/87 Source of Material' SO. Coast, Asphalt Location Sampled 54+50 E lane College Sieve 'Analysis, ASTM.C136- ' Test Standards are ASTN unless otherwise noted Sieve ' Size V. Passing Accumulative' 'Specification' 2" 1½" 100 3/4"• 95 87-100 ½ 89 3/8" çfl 11 No. q 50 30-60 8 43 ' 22-44 16 34 . 30 .' •28 ' ,8-26 50 21 100 13 200 7 , 1-8 * Specification Data/Comments Teat , ' , 'Result 'Specification TEST STO Asphalt' Content, % ' ' ' ' D2172 Percent of Total Mix ' 5: 6 Wt. Per 100 Aggregate 5.9 Lab Compacted Unit ' ' ' 01561 Wt., PCF (Hvem) Measured Mviniim flerisity; PCF (Rice Method) . 02041 ' Voids, Mix % ' Refers to applicable requirements as listed in the Standard Specifications for Public Works (Green Book) dated 1985, 3/41t med max AR4000 asphaltic concrete *Falls outside of specified limits tc 11) Cit' of Carlbid> 5.' 1) NBS/Lowry RECEIVED . S ' Testing Engineers--San Diego Reviewed by: - 17 1987. MUNICIPAL PROJ EOT Steven P. fl DIVISION North County Branch Manager I Jil Testing Engineers—San Diego .A Division of United States Testing Company, Inc. 3467 Kurtz St.,.P. O.Box 80985, San Diego;Ca. 92138(619)225-9641 r J 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 - PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT :. Client City of Carlsbad Job No 5259 2075 Las Palmas Drive Lab No 087-580 Carlsbad, CA 92009-4859 Date of Report 11/15/87 Project College Blvd, Project II 3188 Location Carlsbad Sampled By TESD ' Date 10/30/87 Type of Material 1/2" Med. Max AR40.00-Submitted By TESD. Date 11/15/87 Source of Material So Coast Asphalt Location Samp1ed60+00 E lane College Sieve Analysis ASTM C136- Test Standards are ASTM unless otherw,s noted Sieve Size % Passing Accumulative 'Specification - 2" 1½"1 7- ____ 100' 100 ½" 100 89-100 87 ' 74-100 No. 4 41* 50-78 8 32 32-60 16 27 23 14-38 18 100 11' 200 6. 2-10 * Specification Data/Comments Test Result 'Specification TEST STD Asihalt' Content.,. % D2172 Percent of Total Mix 5.6 Wt. Per 100 Aggregate 5.9 Lab Compacted Unit ' D1561 Wt., PCF (Hvem) 02726 'Melstlrerl maximum Density PCF (Rice Method) . 02041 Voids, _Mix _% Refers to applicabl requirements as'liste.d in the Standard Specifications for Public Works (Green Book)dated 1985,, 1 /2" med. max-AR4000 asphaltic concrete. * Falls outside of specified limits _ . . JD Testing Engineers —San Diego II,A Division of United States Testing Company, Inc. 3467 Kurtz St,PO Box 80985, San Diego, Ca 92138(619)225-9641 'fl I -4 # Qtrt rrc,r I,frrn, Q2(1c4 0319) 7!7-Q24R PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad - Job No 9 9 59 2075 Las Palmas Dr Lab No 087-584 Carlsbad, CA 92009-4859 Date of Report 12-15-87 Project Côllge Bvd , Prjt 1I1RR Locationciarlsbpd Sampled By TFc1) Date 11-17-97 Type of Material 3/4" imed max AR4000 A/CSubmitted By TESD Date 11-12-87 Source of Material So Coact Aophalt Location Sampled Carlsbad Batch Plant Sieve Analysis ASTM C136- Test Stndard ar ASTM nn1ec nt-hPrwiaP n,f-pti Sieve Size % Passing Accumulative 'Specification 2" - Inn '' inn 3/411 92 100 ½" 3/6" 65 50-80 No. 4 46 30-60 6 41 22-44 .16 27 30 19 8-26 50 12 ioo 7 200 4.3 1-8 * Specification Data/Comments Teat Result 'Specification TEST STD Asphalt Content % D2172 Percent, of Total Mix-' . 4.9 'Wt. Per 100Agreqate 5.2 Lab Compacted Unit •- . 01561 .. Wt., PCF(Hvm) . 02726 . Msiired My,iim flen-sit PCF (Rice Method) . D2041 Voids,_ Mix _% Refers to applicable requirements as listed in the Standard Specifications for Public Works (Green Book) dated 1985,3/41? med max AR4000 Asphaltic concrete. )city of Carsbad -. .. . 0 NBS/Lowry . , . . .. Testing Engineers--San Diego Reviewed by: . Steven P.'zff -- . North County Branch Manager _ . •'.O Jfl Testing Engineers—San Diego A Division of United States Testing Company, Inc. 0 tiJkL\ 3467 Kurtz St., P.0: Box 80985, San Diego, Ca. 92138 (619) 225-9641 (_J 2956 Industry Street, Oceanside, ,California 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad . . . . Job No. 5259 2075 Las Palmas Dr. . Lab No. 0R7__R3 Carlsbad, CA 92009-4859 Date of Report 12-15-87 ProjectCollege Blvd, Project #3188 Location-. Carlsbad ' Sampled By TFSD Date 11-12-R7 Type of By TESD Date 11-12-87 Source of Material So. Coast. Asphalt Location Sampled Carlsbad Batch Plant Sieve Analysis, ASTM C136- ' Test Standards are ASTM unless otherwise not-pd Sieve Size % Passing Accumulative 'Specification 2" 1½" 1" . 100 100 3/411 95' . 87-100 ¼" 85 ' 50-81) 49 . 30-60 6. 42 ' 22-44 16 , 29 30 20 . 8-26 50 13 ioo 8 . 200 4.9 . 1-8' *.Specification Data/Comments Test . '. , Result 'Specification TEST STO Asphalt Content. % . D2172 Percent of Total Mix S. 6 Wt. 'Per 100 ,' 5.9 Lab Compacted Unit . . D1561 Wt., PCF(Hvem) . 02726 ..Mea-ziwerf Ma ximum Density. PCF(Rice'Method) . D2041 Voids, _Mix _% 'Refers to applicable requirements as listed in the Standard. Specifications for Public Works (Green Book) dated 1985, 3/4" med max AR4000 Asphaltic concrete. tc EThtofsba 1 5ThW7'L o Tj r y . .. . ' Testing Engineers--San Diego Reviewed by: Steven P.. ff North County Branch Manager _ S . J, Testing. Engineers—San Diego: •. ,. JJ A Division of United.States Testing Company, Inc. JJ % 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 9P13.8(619)225-9641 r -J 2956 Industry Street, Oceanside, California 92054 -(00)'757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City.pf Carlsbad Job No. 2075Las Palmas Dr Lab No 087-587 Carlsbad, CA 92009-4859 Date of Report 12-15-87 Project rdJ Proj ec t- IRR . . Locationcar1qh.qc1 Sampled By TESD Date 11-16-87 Type of Material / . L ilm,.a mn w AP/nnn A/c Submitted By TESD Date 11-16-87 Source of Material So Coast Asphalt Location Sampled Carlsbad Batch Plant Sieve Anàli'ASTM C136- Test Standards are ASTMünless otherwise noted Sieve Size S Pàs8ing Accumulative Specification 2" III" 1" 100 100 3/4.. . 90:. :'.' 87-100 83 3/8" 68 50-80 No. 4 50' 30-60 22-44 16 29 30 21 8-26 50 14 100 7. 200 3.. 9 1-8 Test . ..Resuit Specification TEST STO Asphalt Content, '% . .. 02172 Percent of Total Mix 57. Wt.Per 100 Aggregate 6.0 Lab'CompactedUnit . . D1561 Wt. PCF (1-Iveem) . . . . . 02726 Mecurei-1 Mvimiim Densit3 PCF (Rice Method) 02041 Voids, _Mix _% * Specification Data/Comments Refers to applicable requirements'as listed in the Standard Specifications for Public Works (Green Book) dated 1985,3/4"med.max AR4000 Asphaltic Concrete. t City of Carlsbd 1) NBS/Lowry Testing Engineers--San Diego Reviewed by: ., . zp<; - - Steven P.'\Jb1zeff -North County Branch Manager _ . . r it 'Testing Engineers—San Diego .. 3467 Kurtz SL P.O. Box:, A Division of' United 80985 San Diego, Ca. .92138'(619) 225-9641 States Testing Company, Inc. . S e 2956 'Industry Street,'. Oceanside, 92054(619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT , Client City of Carlsbad Job No 5259 2075 Las,.,Palmas Drive - Lab No 7-6 Carlsbad, CA 92009-4859 Date of Report..12-15-87 Project Cn1'ig R*Lz d Prrj o C't- "#3i8" ' .• - '. Location',"r1'sha'd , Sampled By T1SD .:-' Date 11-16-87 Type of Material l/'2-" -med max' AR4000"A/CSubmitted By TESD'' , -Date 1U-16-87 Source of Material So Coast Asphalt Location Sampled Crihi P..h P1nr Sieve Analysis. ASTM C136- '"- 'Test Standards are ASTM'i,n1ps ethprwfp yiefpe1 Sieve Size , S Passing Accumulative 'Specification 2" 1¼" ' 3I" 100 100 ½" gg RQ - 1pp 81 ' 74-100 40 * ' 50-78 6 36 32-60' 16 ' 24 30 .;' 19 -14-38 50 13 100 8 200 5.2 2-10 * Specification Data/Comments Test .., Result 'Specification TEST STO 'Asphalt Content..: % ' ' ' ' . .. ' 02172 Percent of-Total Mix' : 4.8 Wt.-Per 100 Aggregate 5.0 Lab Compacted Unit . ' 01561 Wt.PCF (eem) ' ' ' ' ' 112726 ' Mpciirprj Maximum flenci1 PCF (Rice Method) ' 02041 Voids, Mix Refers'to applicable requirements as. listed in the Standard Specifications f o r Public Works (Green. Book) dated 1985, 1/2" med max'AR4000 asphaltic Concrete. *Falls outside bf,specifiedlimits. c_ 1 C. ty of Cat l'sbad> '1) NBS/Lowry. Testing Engineers--San Diego Reviewed' by: Steven P. K'lIf North County Branch Manager _ . . flJ wn wn Testing Engineers—San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St,PO Box 80985, San Diego, Ca 92138 (619)225-9641 2956 Industry Street, Oceanside, California 92054'(61.9) 757-0248 PHYSICAL PROPERTIES OF ASPBAJ.TIC CONCRETE LABORATORY REPORT Client City of Carlsbad Job No 5259 2075 Las Palmas Dr Lab No 087-588 Carlsbad CA 92009-4859 Date of Report 12-15-87 Project Co11ee Blvd , Projrt 1lRR Location Carlsbad Sampled By TESD Date 11-19-87 Typeof Material 1Z2'med.imax::AR4000cA.LCSubmitted By'TESD Date 11-20-87 Source of, Material So Coaot A3phalt Location Sampled Carlsbad Batch Plant t . I Sieve Analysis 'ASTh'C136- Test Standards 'are ASTM unless otherwise. noted Sieve % Passing Size Accumulative 'Specification 2" 1½" . ___ ___________ 100 ½" " 99 89-100 3/6" . 87 .: 74-100 No. 4 96-78 8 1; 1* -6n, 39 16 .37 30 •24 14-38 200 5.2 2-10 Tes t Result 'Specification , TEST STO 'Asphalt Content, %".I". " 02172 Percent of Total Mix :.:' .57 : Wt'. Per 100 Aggregate 6.0 Lab Compacted Unit •' : . 01561 Wt.., PCF (Hvm) . 'V'; '' D2726 Measured maximum Pencit PCF (Rice Method) . .•. 02041 Voids,'Mix_% * Specification Data/Comments Refers to applicable requirements as listed in the Standard Specifications for Public Works (Green Book) dated 1985, ' for 1/Vt med max AR4000 asphaltic concre • rt___ ___---,-,-- jj. City of Car 1 sbad, _• , '1) NBS/Lowry Testing Engineers--Sari Diego Reviewed, by: even P. kq~etf_ -. North County Branch Manager -: - __ 1- • _. Testing Engineers—San Diego A Division of United States TestingCómpany, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 r J 2956 Industry Street,Oceanside,"California 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad -. -, . . Job Nc. 5259 . 2075 Las Palmas Dr. . . . Lab No. p87-581 Carlsbad, CA 92009-4859 .' . , Date of Report 12 15/87. Project College Blvd, Project 113188 . . Location Carlsbad . Sampled By TESD Date 10/30/87 Type of Material 3/4" med max AR4000 Submitted ByTESD Date 11/4/87 Source of Material So. Coast Asphalt Location Sampled 'Esc. batch plant Sieve Analysis, ASTM C136- Tesi Standards are ASTM unless otherwise nnred Sieve "Size V. Passing Accumulative Specification 2" - 1¼" 1" 100 100 3/4 95 87-100 ¼" 89 3/6 SO-Rn No. 4 51 30-60 8 44 77-44 16 36 30 30* 8-26 50 22 100 13 200 7- 1-8 * Specification Data/Comments Test Result "Specification TEST STO Asphalt Content, % . D2172 Percent of Total Mix 5.4 Wt. Per 100 Aggregate 5.7 Lab Compacted Unit . D1561 Wt.,PCF (Hveem) D2726 . Meciired Myimiim Density, PC (Rice Method) D2041 Voids, _Mix _% Refers to applicable requirements--,as-listed in the Standard Specifications for Public Works-(Green' Book) dated 1985, 3/4" med max AR4000 asphaltic concrete. *Falls outside .of specified limits. . 1) NBS/Lowry RECE WED DEC 2 11987 - Testing Engineers--San Diego Reviewed by:-,. . MUNIPALPROJECT DIVISION Steven P. kvb)z~eif North County Branch Manager _ . . Jill Testing Engineers—San Diego * . A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138(619)225-9641 r J 2956 Industry Street, Oceanside,CaIifornia 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORTS Client City of Carlsbad Job No ççg 2075 Las Palmas Dr. . Lab No. 087-582 carlsbad, CA 92009-4859 -.Date of Report 12/15/87 Project co iige Blvd , Prnjt lliRF Location Carlsbad, CA Sampled By TESD Date 10_30-.7 Type of Material 1/2" med max AR4000 Submitted ByTEsD Date 11-4-87 Source of Material So. Coast Asphalt '.Location Sampled Escondido Batch plant Sieve Analysis, ASTM C136- Tes t Standards are ASTM unless hprwnt1 Sieve Size % Passing Accumulative ' Specification 1½' inn inn ½" 100 89-100 3/6' 95 74-100 No. 'i 55 50-78 8 4 1 32-60 16 38 ____ 30 32 1438 50 24 100 14 200 8 2-10 * Specification Data/Comments Test Result 'Specification TEST STO Asphalt Content, % D2172 Percent of Total Mix i Wt. Per 100 Aggregate 6.5 Lab Compacted Unit D1561 Wt., PCF (Hveem) 02726 Mciirer1 M.yimiim flensity, PCF (Rice Method) D2041 Voids, _Mix _% Refers to applicable requirements as listed in the Standard Specifications for Public Works (Green Book) dated 1985,1 2 med max AR4000 asphaltic concrete Steven P. '. North County ranch Manager __ •'•";'•'', •.,,...".• Testing Engineers—San Diego" '•. IS A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca 92138'(619) 225: 9641 r J 2956 lhdustry Street, Oceanside, California 92054 (619) 757-0248 •. PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT " ,,"'•' Client City of Carlsbad '. Job No.5259 2075, Las Palmas Dr.' ". . . ' -Lab No.087-585 Carlsbad, CA '92009-4859 .' Date of Report 12-15-87 Project College Blvd, Project 'll318 Location rr1h,q ri•'.Sampled By' TESD 'Date 11-14-87 Type of Material 1 /2''"med..mpx.AR4flflfl_A'/CSubmitted BYTF,SD ' Date 11-17-R7 Source of Material So Coacr Acph1r Location Samp1erq it . -ge R1rtl St A 7+flfl tJ 1n Sieve Analysis, ASTM C136- ' ,, •. Teat, Standards are ASTM unless othrwis nr'l-pd Sieve Size V. Passing Accumulative Specification 2" 1¼" ' 3/4" 100 100 ¼" 00 89-100 3/8" 83 74-100 No. 4 50 56-78 2-60 32 30. 23 14-38 50 15 .100 8 . 200 3..9 2-10 -'Test .•. '. Result Specification TEST STD Asphalt Content, % 02172 Percent of Total Mix ' A I . Wt. Per 100 Aggregate A,, s Lab' Compacted Unit ' 01561 Wt., •PCF' (Hvem) . '. . D2726 Mesiired ma ximum Density PCF'(Rjce Method) ' . ' 02041 Voids, _Mix _% Refers to applicable requirements as listed in the Standard Specifications for Public Works (Green Book) , dated 1985,.for 1 /2 " •ed wax 'AR4000 asphaltic' concret( tc U City' f•Car.lb'' .' . • . . ' ' 0•' • " 1). NBS/Lowry . . • . 0 ' Testing Eñgineers--San'Diego -' .. ' Reviewed by: , . • , ' ' ' ' Steven P.. 'Kozf North, County B r4a n6h , Manager Testing Engineers—San Diego A Division of United States Testing Company. Inc / 3467 Kurtz St P.O.Box 80985 San Diego Ca 92138(619)225-9641 : L4 _..' 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPLIALTIC CONCRETE LABORATORY REPORT Clientcity of Carlsbad - ,' Job No. 5259 2075.. Las Palmas Dr. :•' - Lab No. 087-988 Carlsbad CA 92009-4859 . - . . . . Date of Report .12-15-87 prOjeCt Ccdleje Blvd, Prnjerf Location Carlsbad . Sampled.By TES]1 Date 11-19-87 Type of Material1/2" m e d max: AR4000A/.CCubmitted By TESD Date 11-20-87 Source of Material c S. Coa3t Asphalt Loation Sampled Crl.shd B.ateh Plant Sieve Analysis. ASTM C136- Test Standards are ASTM unless otherwise. nnt1 Sieve Size %p'j Accumulative 'Specification 2" . . .,. . 1¼" • 100 100 99 89-100 87 74-100. No. q f; n . ° ci 3 7 -60 16. .37 30 24 14-38 50 15 100 8 200 5.2 2-10. * Specification Data/Comments Test .e Result 'Specification TEST STO Asphàlt Content, . •. 02172 Percent of Total Mix 2-' 5.7 Wt. Per 100 Aggregate . 6.0 Lab Compacted Unit . 01561 14t:, PCF (Hveem) . . 02726 Measured Maximum Densit, PCF (Rice Method) 02041 Voids,_Mix_% Refers t&applicable requirements as listed inthe Standard Specifications for Public Works (Green .Book) dated 1985, for 1 /2 "med max AR4000 asphaltic concre tc 1) .City o.f Carlsbad . .,,. . ... . . . • '. .•. - Testing Engineers--San Diego - .. Reviewed by: . E? Steven P. \v,&zNe f -. . • - North County Branch Manager Testing Engineers—San Diego ION A Division of United..States Testing Company Inc. . _____:'3467KurtzSt., P.O. Box'80985,'San Diego, Ca. 92.138(619)225-9641 I '. 2956 Industry Street, Oceanside, California 92054 (619)757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad . ,' . . ' Job No. S 2 S 9 2075:Las Palmas Dr. , ' . ':, Lab No. 087-587 Carlsbad, CA 92009-4859 Date of Report 12-15-87 Project (o1leg.R1r fj Proj ec t 18•."• 0' Locationc,r1shd_. " . . . ::.Sampled By TESD ' ' Date11-1687 Type of Material '/"m.d AlUi000 A/c Submitted By TESD Date 11-16-87 Source of Material So Coast Asphalt Location Sampled Carlsbad Batch Plant Sieve Analysis'. ASTM C136- Test Standards are ASTM unless othrwie. Sieve. Size .% Passing Accumulative Specification - 2' V. 100 100 3/40 ' '. 90' •'. 87-100' 83- 6 8:' 'V,'. ' 50-80 No. 4 , 50" 30-60 8 . 44 , 22-44 30 '21 8-26 50 14 '100 7- 200 1.9 1-8 * Specification Data/Comments ::.. . Test' ' ,. 'Result Specification TEST STO Asphalt Content. % - ' ' . 02172 'Percent of Total Mix' '' '' ' 5;7- Wt.'Per 100 Aggregate 6.0 Lab -Compacted Unit -' ' . ' 01561 PCF"(Hveem) '•' .' " ' - ' D2726 Mattrd- Mvimiini 0encit, PCF (Rice Method) D2041 Voids, _Mix _% Refers to applicable requirements as listed in the Standard Specifications for Public Works (Green Book) dated 1985, 3/4" med max AR4000 Asp haltic Concrete. Testing Engineers--Sad Diego Reviewed by:. Steven North County Branch Manager I. I Jf/ Testing Engineers—San Diego 3467 Kurtz St. P.O. Box80985, San Diego, Ca.'921.38'(619)225-9641 A Division of United States Testing Company, Inc. S r__J •2956.'lndustry. Street, Oceanside, California 92054 (619)757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE •... ' LABORATORY REPORT, •,. Client City of Carlsbad Job No.5259 2075 Las Palmas Drive Lab No fl87-586 Carlsbad, CA 92009-4859 Date of Report 12-15-87 Project C '1 ri ,Prnjecr .•.' •.y.• •.. Location er1chi Sampled By TPSD Date 11-16-87 Type of Material 1/2"''me'd'.max'_AR4000"A/CSubmitted By TEST)" Date 11-16-87 Source,of Material S o . Coast Apha'1f Location Sampled r1hf Bh P1 r Sieve Analys is ASTN'Cl36 :': Test Standards are ASTMiinless otherwise noted Sieve • Size :. Pa8sing Accumulative• '• •.. -: 'Specification 2 '..... 1Io . • _______________ V. 3/4" '100 100. 9 Q g_ino 316 ' 81' 71i-100 No.. (I . 40* . 50-78' 6 36 ' 32-60 16 '.4 19. . ' 14-38 .50 13 100 8 200' 5.2 '2-10 * Specification Data/Comments Y.. Test .".Result 'Specification TEST Sb 'Aphalt Conteit % " ' . 02172 Percént:"of Total Mix. '4 . Wt."Per 100 Aggregate'. . 5.0 Lab Compacted Unit 01561 Wt..,PCF (Hveem)' 02726 Measured Maximum Den s.it) : PCF (Rice Method) ' ' . . ' 02041 Voids, _Mix _% Refers'to applicable requirements 'as.listed in the Standard Specificatio n s f o r Public Works (Green Book) dated 1985, 1/2" med max'AR4000 asphaltic Concrete. *Falls outside of specified limits., tc , • , . S 1) City of Ca'tisbad '•• . . — NBS/Lowr ' - .5,.' 5'•. 4 Testing Engineers--San Diego Reviewed by: '• , Steven P. Ko f - . ' North County Branch Manager Ji Testing Engineers—San Diego VV . • Fix A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Die go,Ca. 92138 V(619) 225-9641 V J 2956- Industry Street, Oceanside, California 92054 (619) 757-0248 V •• PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE V V V• V V * LABORATORY REPORT V V VV Client City of Carlsbad Job No. 5259 V 2075 Las PalmasDr. V VVV V V • V , Lab No. 087-585 Carlsbad, CA . 92009-4859 V , 'Date of Report 12-15-87 Project College Blvd, Prolect #31.88 V V V Location ('.r1sh,r1 •V Sampled By TES-Th__________ Date 11-14-87 Type of Material 1/2", -med max AR4nnn ALcSubmitted By TF.S1) Date 11-17-7 Source of Material So. Coast Asph1r Location Sampled C nl I i-gp R1\Td Sr F7+flfl w I qni V Sieve Analysis, ASTM C136- :. TéstStàndards are ASTM unless otherwise noted Vf V V ' Test, V - V V Result *Specification TEST STO Asphalt Content, % 02172 Percent of Total Mix V A i Wt. Per 100 Aggregate F. 9 Lab Compacted Unit V 01561 Wt.., PCF (Hveem) V V ___________ D2726 Measured Mayimuum flensity, PCF (Rice Method) . V 02041 Voids,. Mix . V * Specification Data/Comments. Refers to. applicable requirements as listed in the Standard Specifications for V Public Works (Green Book) dated 1985, for1I2"d max AR4000 asphaltic doncret Sieve Size X Passing Accumulative S Specification V 2" V 1½" 3/4" 100 ' 100 100 89-100 3/0" . 83 74-100 No. 1 50 56-78 0 V IL 9 32-60 16 32 V• 30 23 14-38 50 15 V 100 8 V V 200 3.9 2-10 V 4 r~ W." F - Testing Engineers—San Diego ff% I A Division of United States Testing Company, Inc. * .3467 Kurtz St., P.O.Box 80985, San Diego, Ca. 92138 (619) 225-9641 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City, of Carlsbad Job No 5959 2075 Las Palmas Dr. . . Lab No. p_5R3 Carlsbad, CA 92009-4859 - . . . . Date of Report 12-15-87 Project College B1vd,. Project /1318.8 . Location-. Carlsbad . Sampled By TESD . Date 11-12-R7 Type of Mateiia13J4 1 .mpd____pxAR4pflO.A/Subinitted By TESD Date 11-12-87 Source of Material So. Coast. Asphalt Location Sampled Carlsbad Batch Plant Sieve Analysis. ASTM C136- TestStandards are ASTM.iin1 PRq nfhPrwicP rirt-r1 Sieve Size X Passing Accumulative ' Specification 2' 1" 100 100 Q R7—lfln ½" 85 3/8". 50-SO No. q . 49 30-60 6 42 22-44'- ;16 29 . . 30 20 8-26 50 . 13 100 8 200 4.9 .1-8 Test Result *Specification TEST STO Asphalt Cóntent,% D2172 Percent_of_ Total _Mix Wt. Per 100 Aggregate 59 - Lab Compacted Unit . D1561 Wt., PCF (Hveem) . . D2726 . Measured Mvimiim Density, PCF (Rice Method) D2041 Voids. Mix % . . * Specification Data/Comments - Refers. to applicable requirements as listed in the Standard Specifications for Public Works (Green Book) dated 1985, 3/4" me max AR4000 Asphaltic concrete. tc •' :. - 1) City of Caidàbad (LL..S /176--w . •. '• . Testing Engineers--San Diego Reviewed by Steven P.. elf North County Branch Manager J Testing Engineers—San Diego A Divi . sion of United States Testing Company, Inc. . 3467 Kurtz St.,P.O..Box 80985, San Diego, Ca. 92138 (619) 225-9641 I -J 2956 Industry Street, Oceanside, California 92054 (619). 757-0248 PHYSICAL PROPERTIES.-.OF ASPHALTIC CONCRETE , LABORATORY REPORT Client City of Car1bad' ' ,. 'job No. 5259 2075 Las Palmas Drive • ' Lab No. 087-580 Carlsbad, CA 92009-4859 Date of Report 11/15/87 Project Colleg Blvd. Project II 3188 Location-Carlsbad Sampled By TESD Date 10/30/87 Type of Material -1 /2 " Med. Max AR4 0.00 Submitted By T ES D. Date 11/15/87 Source of Material So Coast Asphalt Location Sampled 60+00 E lane College Sieve Analysis, ASTM C136- . Test'.Standards are ASTM unless ttherwp nns-pd Sieve Size % Passing Accumulative 2" 1½" ioo 100 100 89-100 87 • 74-100 No., 4 41* 50-78 o 32 32-60 16 :27 23 14-38 50 18 100 11 200 6 2-10 Teat • • Result Specification TEST STO AsphaltContent,% . D2172 Percent of Total Mix . 5.6 'Wt. Per. 100 Aggregate. 5.9 Lab Compacted Unit . . D1561 Wt., PCF (Hvem) . D2726 MesiiretfMyimijm Density PCF (Rice Method) . D2041 Voids, Mix % • . Refers to applicable requirements as listed in the Standard Specifications for Public Works '(Green Book) dated 1985, 1/2' med. max AR4000 asphaltic concrete. * Falls outside of specified limits. .' •, . Testing Engineers—San Diego A Division of United Stites Testing Company, Inc. IL' 2956 Industry Street, x 80985 , San c~eanside, California 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT . Client City of Carlsbad . Job No 5259 2075' Las Palrnas'.Drive .' Lab No. 087-579 'Carlbad,CA '92009-4859. Date of Report 12/15/87 Project College Blvd. Prdject #3188 Location Carlsbad '', ' '' . Sampled By TES Date 10/30/87 Type of Material 3/4"med. max AR4000 Submitted By T.ESD 'Date 11/15/87 Source of Material So. Coast Asphalt , Location Sampled, 54+50 E lane College Sieve' Analysis. ASTM C136-' Test Standards' are ASTM unless otherwise noted Sieve Size % Passing Accumulative' 'Specification 2' 1¼" 3/4O 9 5 . ' 87-100 89 3/8' '7 ,4 cn-80 No. q ' 50 ' 30-60 8 ' 43 22-44 16 ' 34 30 ' 28, ' 8-26 50 21 100 13- 200 , 7 ' ' * 'Specification Data/Comments' Teat' , :Result 'Specification TEST STD Asphalt Content, % D2172 Percent of Total Mix :5:6 ' Wt. Per. 100 Aggregate .5.9 . Lab Compacted Unit ' D1561 'Wt., 'PCF (Hveem) ' '___________ D2726 Meiireri Ma ximum nensi't-y, PCF (Rice Method) ' ' ' D2041 Voids, Mix'% ' Refers to. applicable requirements as listed in the Standard Specifications for Public Works. (Green Book) dated 1985, 3/4"rned ma .AR4000. asphaltic' concrete *Flls outside ofspecified limits .' - - :' :'•- 0 11/ Testing Engineers—San Diego .A Division of United States Testing Company, Inc. § 3467 Kurtz St., P.O. Box 8O985,.San Diego, Ca. 92138 (619) 225-9641 [J 2956 Industry St'reet,'Oceansidè, California 92054 (619) 757-0248. PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad Job No 52- 2075 Las Palmas Dr. Lab No. 087-581 Carlsbad, CA 92009-4859 Date of Report 1215/87 Project College Blvd, Project /13188 . Location Carlsbad Sampled By TESD Date 10/30/87 Type of Material 3/4" med max AR400Q Submit'ted ByTESD Date 11/4/87 Source of Material _So. Codst Asphalt Location Sampled Esc. batch plant - .Sieve Sieve Analysis, ASTM C136- ',' '. Tst Standards 'are ASTM unless otherwise nnt-"c1 Sieve Size % Passcng Accumulative ' " SpecifIcat ion 2" -. 1¼" 1" 100 100 3/4". 95 87-100 ¼" 89 3/8' . SO-Rn -No.4 51 30-60 8 44 22-44 36' 30 30*. . '8-26 50 22 100 13 ' 200 7' Test Reult "Specification TEST STD 'Asrhalt Content, % . 02172 Percent of Total Mix 5.4' Wt. Per' 100 Aggregate 5.7 Lab Cdmpacted Unit . . D1561 Wt., PCF (Hveem) . ' . 02726 Mesiired Miyimiirn Density, PCF(Rice Method) .. 0 D2041 Voids,. Mix % * Specification Data/Cdmments I Refers to applicable requirements as litedin the'StandardSpecifications.for Public Works (Green Book) dated 1985, 3/4" med rnaxAR4000 asphaltic concrete: *Falls outside of secif'fed limits. . , -. '• ' ., ' t Testing Engineers-San'Diego . Reviewed by: - S D Steven P. f -. '"'North County Branch Manager Teat . Result 'Specification -'TEST STD Asphalt Content, % . ' D2172 Percent Of Total Mix . 6. -S Wt. Per 100 Aggregate 6.5' Lab Compacted Unit. . ' D1561 Wt.., PCF (Hveem) ' . Measlir-pri Mpy-imiirn - pCF:(Rice Method) "' . ' " 02041 Voids, Mix % I S -I 'S '.- ui1 Testing Engineers—San Diego ID A Division of United States Testing Company, Inc. 3467 Kurtz St.,P. 0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 r J 2956 Industry Street, Oceanside, California 92054(619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE. S. " * . LABORATORY REPORT , Client City of Carlsbad . ,. . ., Job No. 57çg 2075 Las Palmas Dr, . .' 'Lab No 087-582 'Carlsbad,',CA 92009-4859 . : Date 'o f Report 12/15/87 .Project cniige R1 V8 Prnjrt #1 1 AS - . .• - Location 0ir1shad, CA " Sampled By TESD -. Date 10-1 n_R7 Type of Material:.1/7" -in Pa 'hiax AR4000 'Submitted By TESD 'Date 11-4-87 Source of Material So. Coast Asphalt. :'Location Sampled Escondido Batch plant Sieve Analysis', ASTM'C136-' .' Test Standards are ASTM unless'otherwise -noted Sieve Size Accumulative % Passi ng"Specification 2" 1½" 3I 'i - ' nn inn ½" pp . . 89-100 3/8" 95 '74-100 No. 4 55 5078 32-60 16 38 30 32, 14-38 50 24 100 14 200 J 8 2-10 *Specification Data/Coents . Refers.to applicable, requirements -as 'listed Th th:e Standard Specifications for .. Public Works (Green Book)" dated 1985,1/2 '.' med max AR4000 ,asphaltic concrete' .5 "- . . - . -• ''- -' t—=— Steve P..'K\f North County 'ranch Manager \ Testing Engineers—San Diego A Division of United States Testing Company, Inc. 3467 KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (619)225-9641 r J 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 PUYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad Job No. 5259 2075 Las Palmas Drive S ' Lab No. 87-1142 Carlsbad, CA 92009-4859 Date of Report9-23-87 Project, College. Blvd. Improvements Location Carlsbad Sampled By TESD Date 9-23 Type of Material 3/4" Fine AR 4000 Submitted By TESD Date 9-23 Source of Material So. Coast Asphalt Location Sampled Jobsite -- Sieve Analysis. ASTM C136- Sieve Size % Passing Accumulative 'Specification 2" 1¼" 100 100 ¼" 94 3/0' 80 NO.4 58 a - 46 18 29 30 21 50 15 too 10 200 7,. 3 1-8 * Specification Data/Comments Test Standards are ASTM unless nthPrw i _QP nntt Test Result "Specification TEST 510 Asphalt Content, % D2172 Percent of Total Mix 6 .0 Wt. Per 100 Aggregate 6.4 Lab Compacted Unit D1561 Wt., PCF (Hveem) 152.8 D2726 Measured Maximum Density, PCF (Rice Method) D2041 Voids, Mix % Refers to app1Lqabl-e requirements as' listed in the Standard Specifications for 'Public Works" (Green."Bo'ok)."d.àted 1985, for *3/4" AR 4000 Med. Max Asphaltic Concrete *Falls outside of specified limits. - Testing Engineers--San Diego Reviewed by: Kirk Ammerman North County Branch Manager ki rJ Testing Engineers—San Diego A Division of United States Testing Company, Inc.o 3467 Kurtz St., P:O.Box 80985, San Diego, Ca. 92138 (619) 225-9641 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad - Job No. 5259 2075 Las Palmas Drive Lab 'No. 87-1127 Carlsbad, CA 92009-4859 Date of Report 9-23-87 Project College Blvd. Improvements Location Carlsbad Sampled By TESD Date 9-23 Type of Material 3/4" Fine AR4000 Submitted By TESD Dáte9-23 Source of Material So. Coast Asphalt Location Sampled Station 4+80 Sieve Analysis. ASTM C136- Test Standards are ASTM unless otherwise nnted Sieve Size % Passing Accumulative Specification 2" 100 3/4" 100 87-100 90 3/8" 79 .50-80 NO. 4 55 30-60 a -43 22-44 28 ao 21 8-26 50 15 too 11 200 8.1 18 * Specification Data/Comments. Test Result 'Specification TEST STD Asphalt Content, % D2172 Percent of Total Mix 6.0 Wt. Per 100 Aggregate 6.4 Lab Compacted Unit , D1561 Wt., PCF (Hveem) 152.8 D2726 Measured Maximum Density, PCF (Rice Method) D2041 Voids, Mix % Refers to applicable requirements :S, listed in the Standard Specifications for Public Works (Green Book) dated. 1985, for * 3/4" fine AR 4000 type B Asphaltic Concrete Testing Engineers--San Diego Reviewed by: Kirk Ammerman North County Branch Manager 1711J Testing Engineers—San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 ____ 2956 Industry Street, Oceanside; California 92054 (619) 757-0248 PUYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad Job No. 5259 2075 Las Palmas Drive Lab No. 87-1138 Carlsbad, CA 92009-4859 Date of Report9-22-87 Project College Blvd. Improvements Location Carlsbad Sampled By TESD Date 9-22 Type of Material AR4000 3/4" Max Fines Submitted By TESD Date 9-22 Source of MaterialSo. Coast Asphalt Location Sampled Jobsite Sieve Analysis. ASTN C136- Sieve Size % Passing Accumulative eSpecif icat ion 2" 3/4" 100 100' 41, 93 89-100- 3/ 8" 78 . 74-100 No. 4 48 50-78 - 40 32-60 31 30 24 . 14-38 50 17 ioU 10 200 4.8 ' 2-10 * Specification Data/Comments Test Standards are ASTM unless otherwise noted Test Result Speciricatiori TEST STO Asphalt Content, % D2172 Percent of Total Mix' 5.3 Wt. Per 100 Aggregate 5.6 Lab Compacted Unit D1561 Wt., •PCF (Hveem) 157.6 D2726 Measured Maximum Density, PCF (Rice Method) ' ' D2041 Voids, Mix % Refers to..applicable requirements as listed in the 'Standard Specifications for Public Works (Green Book) dated 1985, for *3/4" AR 4000 Max Fine Asphaltic Concrete. Testing Engineers--San Diego Reviewed by: Kirk Ammerman North County Branch Manager Testing Engineers—San Diego lWal : A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 J 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 PUYSICAL PROPERTIES OF ASP1IALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad Job No. 5259 2075 Las Palmas Drive : : Lab No. 87-1125 Carlsbad, CA 92009-4859 Date of Report 9-19-8 7 Project College Blvd. Improvements Location Carlsbad : Sampled By TESD Date 919-87 Type of Material 3/4" AR 4000 Med Max. Submitted ByTESD Date 9-19-87 Source of Material So.. Coast Asphalt Location Sampled Batch Plant Sieve Analysis. ASTN C136- . Test Standards are ASTM unless hprwsenni-pA Sieve Size S Passing Accumulative eSpecification 2' 1½" V. 100 100 99 87100. ¼" 74 3/8" 55 : 50-8,0 No. 4 31 30-60 8 26 22-44 16 20 30 12 : 8-26 50 : 100 6 200 3.0 1-8 * Specification Data/Comments Test Result 'Specification TEST STD Asphalt Content, % D2172 Percent of Total Mix Wt. Per 100 Aggregate Lab Compacted Unit : D1561 : Wt., PCF (Hveem) . . D2726 Measured Maximum Density, PCF (Rice Method) . D2041 Voids, Mix % Refers to applicable requirments as listed in the Standard Specifications for Public Works (Green Book) dated 1985, for *3/4" AR 4000 fine type B Asphaltic Concrete a . Testing Engineers-San Diego - Reviewed by:. , Kirk P. Ammerman North County Branch Manager Testing Engineers—San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2956 Industry Street, Oceanside, California 92054.(619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad Job No. 5259 2075 Las Palmas Drive Lab No. 87-1127 Carlsbad, CA 92009-4859 Date of Report 9-18-87 Project College Blvd. Improvements Location Carlsbad Sampled By TESD Date 9-19 Type of Material AR 4000 3/4" Max Fines Submitted By TESD . Date 9-19 Source of Material So. Coast Asphalt Location Sampled Jobsite Sieve Analysis. ASTM C136- Test Standards are ASTM unless otherwise noted Sieve Size S Passing Accumulative 'Specification 2" 1½" 3/4" 100 100 97 89-100 88 74-100 No. 4 56 50-78 8 -. 47 32-60 16 37 30 30 14-38 50 23 ioo 16 200 1 10.6* 2-10 * Specification Data/Comments Teat Result 'Specification TEST $10 Asphalt Content, % D2172 Percent of Total Mix 6.0 Wt. Per 100 Aggregate 6.4 Lab Compacted Unit D1561 Wt., PCF (Hveem) 152.6 . D2726 Measured Maximum Density, PCF (Rice Method) D2041 Voids, Mix % Refers to applicab.ierequirements as •li.sted..in the Standard Specification,, for Public Works (Green Book) dated 1985, for * 314" Fine AR4000 type B A'sp'haltic Concrete., . *Falls outside Specified Limits . Testing Engineers--San 'Diego 'Reviewed by: Kirk Ammerman North County Branch Manager Testing Engineers—San Diego S A Division of United States Testing Company, Inc. j 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 J 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 . . PHYSICAL 'PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-4859 Project College Blvd. Improvements Location Carlsbad Sampled ByTESD . Date 9-18 Type of Material AR40003/4"Fine TypeB Submitte.tTESD Date9-18 Source of MaterialSo CoastAsphalt 30+00 Siev.Ana1vis. ASTM cl36- Test Standards are ASTM 'unless otherwise noted Job No. -'--' Lab No. 87-1127 Date of Report 9-19 Sieve Size % Passing Accumulative Specification ' 2" 1" 100 100 98 87-100 85 3/8" 76 . .50-,80 No. 4 54 . 30-60 8 -. 41 22-44 16 27 30 19 . 8-26 50 13 100 9 200 ' 70 1-8 *.Specification Data/Comments Test . Result 'Specification TEST STO Asphalt Content, % ' . D2172 1 Percent of Total Mix 5.7 . Wt. Per 100 Aggregate 6.0 Lab.'Compacted Unit ' D1561 Wt., PCF (Hveem) 150.0 D2726 Measured Maximum Density, PCF (Rice Method) 5 . S D2041 Voids, Mix % Refers listed inthe Standard Specfications for Public Works (Green Book) dated 1985, for * 3/4" fine AR4000 type B Asphaltic Concrete Testing E-igineers--San Diego Reviewed, by: Kirk Ammerman S North County Branch Manager JII Testing Engineers—San Diego ffg! A Division of United States Testing Company, Inc. S i 3467 Kurtz St., P. 0. Box 80985, San Diego, Ca. 92138(619)225-9641 J 2956 Industry Street, Oceanside, California 92054(619) 757-0248 - S. PhYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad . Job No. 5259 - 2075 Las'Palmas. Drive . Lab No. 871125 Carlsbad, CA 92009-4859 Date of Report 9-19-87 Project College Blvd. Improvements Location Carlsbad Sampled By TESD Date 9-18 Type of Material AR40003/4" MaxFine Submitted By TESD Date 9-18 Source of MaterialSo. Coast Asphalt Location Sampled Jobsite Sieve Analysis. ASTM C136- Test Standards are ASTN unless otherwise noted Sieve Size S Passing Accumulative "Specification - 2" V. 3/4 ,, 100 100 ¼" 95 89-100 3/8" 86 7.4-100 No.4 57 .. 50-78 8 -. 46 32-60 16 36 30 28 14-38 50 .21 100 14 200 9.1 2-10 * Specification Data/Comments Test Result "Specification TEST STO Asphalt Content, % , D2172 Percent of Total Mix 5.8 Wt. Per 100 Aggregate 6.2 Lab Compacted Unit D1561 Wt., PCF'(Hveetn) S D2726 Measured Maximum Density PCF (Rice Method) . D2041' Voids, Mix % Refers to applicable -requir.en..ents as:listr.e.d in the Standard Specification for Public Works (Green Book) ,dated 1985, for *3/4"AR4000 Fine type B Asphaltic Concrete . Testing Engineers--San Diego Reviewed by: Ki:rk:Ammerman North County Branch Manager r JI Testing Engineers—San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 I 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City, of Carlsbad ' ' 'Job No. 5259 2075 Las Palmas Drive : Lab No. 87-1127 .Carlsbad,.-CA 92009-4859 ' ' Date of Report 9-18--87 Project College Blvd. Improvements Location Carlsbad ' Sampled By TESD Date918 Type of Material AR4000 3/4" 'Max Fines Submitted By TESD Date 9-18 Source of'MaterialSo. Coast Asphalt ' Location Sampled Jobsite Sieve Analysis. ASTM C136- Test Standards are'ASTM unless otherwise noted Sieve' Size % Passing Accumulative eSpecification 2" 1¼" 1" 3/4" 100 100 V. 93 89-100 3/0" 84 .74-100 No. 4 53 ' 50-78 -42 32-60 32 30 25 ' 14-38- 50 too 11 200 6.8 2-10 * Specification Data/Comments Test Result 'Specification TEST STO Asphalt Content', % D2172 Percent of Total Mix 6.2' Wt. Per 100 Aggregate ,6.6 Lab Compacted Unit D1561 Wt., PCF (Hveem) , D2726 Measured Maximum Density, PCF (Rice Method) D2041 Voids, Mix % Refers to applicable requirements as listed in the Standard Specifications for Public Works (Green Book) dated 1985, for *3/4 AR 4000 Max Fine Asphaltic Concrete Testing Engineers--San Diego Reviewed by: Kirk Ammerman - ' ' North County Branch Manager _ 0 Testing Engineers—San Diego I Ij A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 1 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 PHYSICAL PROPERTIES OF SOILS & AGGREGATES LABORATORY REPORT Client CITY OF CARLSBAD Job No. 5259 2075 Las Palmas 'Dr. . . Lab No. Carlsbad CA 920094859 Date of Report 10-28-87 Project Improvements to. College Blvd. Project #3188 Lccation Carlsbad, CA 'Sampled by . TESD Date 10/16/87 Type of Material Class II Aggregate Base Submitted by TESD ' . Date 10/19/87 Source of Material South Coast Asohalt Location Sampled. Stockpile on site Ar 1vc ASTM c1f Sieve Size ' Passing Accumulative 5p;clricstion 2. 100 ' ._100 94 90-100 I 310" 67 0-80 14 35_55 10 30 15 10-30 100 Lc 1.2 1 2-9 Specification DatalCor.ments T.er pn,l.rAc mrp ATX un1ec nrheru'ce nnred Test Result 5pec1t1cat ion TEST STO Fineness Modulus C125 Organic Impurities - C40 Resistance To Abrasion Veer. rev. , C131- Grading Veer. 500 rev. Vear. rev C535- Grading - Vear. 1000 rev. ' Fractured Faces It by wticnt Liquid Limit/Plasticity mdci ,/' ,/ 04214'" Cleanness Value CalIf 727 Sand Equivalent Value 58 calif 217- Resistance R" Value 80 Ed Ca1:f 301- Durability -CoarseiFine - 74/32 Moisture OenIty Relations Max Dry Dcn,ity.pcf. 0 O096 0 017- 0 AaSHTO Tgc- 0 ALSHTO TIEO-- Optimum Moisture. Ile troC ' • Specific Gravity .torption. DCI??- 0 C1?b- Bulk (Dry) ' Bulk ISSD) ' A p 0 a r e rt ls 1) City. of Carlsbad Testing Engineers--San Diego 1) NBS/Lowry . Reviewed by: 'g'irk P. Ammerman, C.E. Nnrth C.nujntv Rrnrh Msnsnpr _ . Testing Engineers -San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca; 92138 (619) 225-9641 r J 2956 Industry Street, Oceanside, California 92054 (619)1 757-0248 PHYSICAL PROPERTIES4OFAASPHALTIC CONCRETE - LABORATORY REPORT ' Client City. of Carlsbad Job No 5259 2075 Las Palmas Drive Lab No. 871125 Carlsbad, CA 92009-4859 RO3E0 Date of Report 9-19-87 College Blvd Improvements Location Carlsbad Sampled By TESD Date 9-18 Type of Material AR40003/4" MaxFine Submitted By ,TESD Date 9-18 Source of MaterialSo Coast Asphalt Location Sampled 'Job-site Sieve Analysis, ASTM C136- Test Standards are ASTM unless otherwise noted Sieve Size Passing Accumulative Specification " 2' 3/4" 100 100, 95 89--100- V 8 86 74-100 No. 4 57 50-78 8 -. 46 32-60 16 36 . . . 30 . 28 14-38 50 21.. 100 14 200 9.1 2-10 * Specification Data/Comments Test Result "Specification TEST STO Asphalt Content, % . . D2172 Percent of Total Mix 5.8 Wt. Per 100 Aggregate 6.2 . Lab Compacted Unit . D1561 Wt., PCF (Hveem) .: D2726 Measured Maximum Density, PCF (RiceMethod) . 0 D2041 Voids, Mix % Refers to applicable requirements as listed in the Standard Specification for Public Works(Creen Book) dated 1985, for "3/4"AR4000 Fine type B Asphaltic Concrete . . _ .• A Division of United States Testing Company, Inc. '. rJ Testing Engineers—San Diego 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad Job No. 5259 2075 Las Palmas Drive Lab No. 87-1127 Carlsbad, CA 92009-4859 Date of Report 9-18-87 Project College Blvd. Improvements Location Carlsbad Sampled By TESD Date ..919 Type of Material AR 4000 314" Max Fines Submitted By TESD Date 9-19 Source of Material So. Coast Asphalt Location Sampled Jobsite Sieve Analysis. ASTM C136- Sieve Size % Passing - Accumulative eSpecification 2 1½" 3/4" 100 100 ½" 97 89-100 3/8" 88 74-100 No. 4 56 50-78 8 - '47 32-60 16 37 30 30 14-38 50 23 ioo 16 200 10.6* 2-10 * Specification Data/Comments Test Standards are ASTM unless otherwise noted Test Result Specification I TEST STO Asphalt Content, % ' D2172 Percent of Total Mix 6 .0 Wt. Per 100 Aggregate 6.4 Lab Compacted Unit D1561 Wt., PCF (Hveem) 152.6 D2726 Measured Maximum Density, PCF (Rice Method) D2041 Voids, Mix % Refers' to applicable requirements as •lited..in the Standard Specifications for Public Works (Green Book) dated 1985, for * 3/4" Fine AR4000 type B Asphaltic Concrete. *Falls outside Specified Limits Testing Engineers--San Diego Reviewed by: Kirk Ammerman North County Branch Manager _ .. I' Testing Engineers—San Diego. f% A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138(61.9)225-9641 r J 2956 Industry Street, Oceanside, California 92054 (619) .757-0248 PHYSICAL PROPERTIES OF SOILS & AGGREGATES . . . LABORATORY 'REPORT Client City of Carlsbad Job N 5259 2075 Las Palmas Drive Lb No. 87-1262 Carlsbad, CA 92009-4859 Date of Report 11-6-87 Project College Blvd. Improvements Project fl3188 .. . Location Carlsbad, CA Sampled by TESD Date 10-1 S-R7 Type of Material Class II Agg . Base' - Submitted by TESD Date Source of Material So. Coast -Asphalt Location Sampled Stockpile on Site AY1'JC'Ic ArTH C.11- Sieve 512e Passing Accumulative specification 3/14W 3/e c. '1 30 50 ICC' S'ecificatior DataICoi-enrs 'r .... C ..4-.-A,. ,.- ATM ,.,,lc r1,pr,je rr.rd Te,t ' Result *Specificatic;ri TEST STD D±àbility-IndexCoar 3e 74 35 mm. Cal227 1)vability-Index-Fin 32 35 mi n . Ca.l-227 - Resistance To Abrasion wear. rev. . C131- Grading Veer. 500 rev. . .' Veer, rev, C35- Grading t Veer. 1000 rev. Fractured Fuces by iticnit Liquid Limit/Plasticity Index / 0424 - cleanness Value Calif 227 S.ndEuivslent Value . Calif 217- Resi3tance R Value 80 80 mm. Calif 301 Moisture Density Peatcns Max Cry Dcn5ty.pCf. 0 obce 0 01557- 0 ALSHTO icc- 0 t-SHTO TleO Optimun. Moisture. MetrsoC ' Secific Gravity .Lbscrpt ion. 0 CI??- 0 CS t.parcrst 5ulb (Dryl Culk ISEDI • Per Standard Specification's for Public works construction Section 200-2.2..3 : Testing Engineers--San Diego Reviewed by: P AA )' Kirk P. Ammerman t'Torth County Branch Manager __ S Testing Engineers San Diego % A Division of United Stales Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 r 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT' Client City o'f Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-4859 Job No. 5259 Lab No. 87-1127 Date of Report9-18-87 Project College Blvd. Improvements Location Carlsbad , Sampled By TESD Date 9-18 Type of Material AR4000 3/4" Max Fines 'Submitted By TESD Date 9-18 Source of Material So. Coast Asphalt Location Sampled Jobsite Sieve Analysis. ASTM C136- Test Standards are ASTM unless otherwise noted Sieve Size 7. Passing Accumulative Specification 2 1" 3/4" 100 ' 100 93 89-100 3/6" 84 .74-100 No. 4 53 ' 50-78 - 42 32-60 16 32 30 25 14-38 50 rg 100 11 200' 6.8 2-10 * Specification Data/Comments Test Result sspecirication TEST STO Asphalt Content, % . D2172 Percent of Total Mix ' P6.2' Wt. Per 100 Aggregate 6.6 Lab Compacted Unit D1561 Wt., PCF (Hveem) D2726 Measured Maximum Density, PCF (Rice,Method) ' D2041 Voids, Mix % Refers to applicable requirements as listed in the Standard Specifications for Public Works (Green Book) dated 1985, for *3/4 AR 4000 Max Fine Asphaltic Concrete Testing Engineers--San Diego Reviewed by: 'YR Kirk Ammerman North County Branch Manager __ •; Testing Eng Un ineers—San Diego A Division of ited States Testing Company, mb. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138(619)225-9641 r J 2956 Industry Street, Oceansiqe, California 92054 (619) 757-0248 PUYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad Job No. 5259 2075 Las Palmas Drive Lab No. 87-1127 Carlsbad, CA 92009-4859 Date of Report 9-19 Project College Blvd.. Improvements Location Carlsbad Sampled ByTESD Date 9-18 Type of Material AR40003/4"Fine TypeB Submittaj:T•E.S•D Date..9.-18 Source of MaterialSô.. CoastAsphalt,'- 30+00 - qipvp AnaIvci. ASTM C136 Sieve Size S Passing Accumulative Specification 20 1" 100 100 98 87-100 ½" 85 3/8" 76 50-80 No. 4 54 30-60 8 - 41 22-44 16 27 30 19 8-26 50 13 100 9 200 70 1-8 TPqf Sfandards are ASTM unless otherwise noted Test Result 'Specification TEST STO Asphalt Content, % D2172 Percent of Total Mix 5.7 Wt. Per 100 Aggregate 6.0 Lab Compacted Unit 01561 Wt., PCF (Hveem) 150.0 D2726 Measured Maximum Density, PCF (Rice Method) D2041 Voids, Mix % * Specifidation Data/Comments Refers to applicabLe. r.qu-ir.ements. as listed in'the Standard Specfications for Public Works (Green Book) dated 1985, for * 3/4" fine' AR4000 type B Asphaltic Concrete - Testing Engineers-'-San Diego Reviewed by: \ Kirk Ammerman - North County Branch Manager _ .. Testing Engineers—San Diego I, . A Division of United States Testing Company, Inc. /I\1 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 1 J 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 '0 PUYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad Job No. 5259 2075 La's Palmas Drive Lab No 87-1125 Carlsbad, CA 92009-4859 ' Date of Report 9-19-87 Project College Blvd. Improvements Location Carlsbad 'Sampled By TESD Date 9-19-87 Type of Material 3/4" AR 4000 Med Max. Submitted ByTESD Date 9-19-87 Source of Material So. Coast Asphalt Location Sampled Batch Plant Sieve Analysis. ASTM C136- . ' Test Standards, are ASTM tin1cs nthrwisp n€-t.t1 Sieve Size V. Passing Accumulative 'Specification 2" 1" 100 100 3/4" 99 , 87-100 Is', ' 74 3/8" 55 50-80 No. 4 31' 30-60 8 26 ' 22-44 20 30 12 8-26 50 11 ioo 6 200 3.0 ' 1-8 Test Result 'Specification ' TEST STO Asphalt Content, % D2172 Percent of Total Mix ' Wt. Per 100 Aggregate Lab Compacted Unit D1561 Wt., PCF (Hveem) ' . D2726 Measured Maximum Density, PCF (Rice Method) D2041 Voids, Mix % * Specification Data/Comments •0 Refers to applicable requirments as' listed in the Standard'Specifications for Public Works (Green Book) dated 1985, for *3/4" AR 4000 fine type B, Asphaltic Concrete, 0 - 'Testing Engineers--San Diego 'Reviewed by: Kirk P. Ammerman North County Branch Mana2pr (J Testing Engineers—San Diego A Division of United States Testing Company, Inc. lL ' 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 1iJ 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad Job No. 5259 2075 Las Palmas Drive Lab No. 87-1138 Carlsbad, CA 92009-4859 Date of Report9-22-87 Project College Blvd. Improvements Location Carlsbad Sampled By TESD Date 9-22 Type of Material AR4000 3/4" Max Fines Submitted By TESD Date 9-22 Source of MaterialSo. Coast Asphalt Location Sampled Jobsite Sieve Analysis. ASTM C136- Sieve Size V. Passing Accumulative Specification 2" 1'•• 1" 3/4" 100 ' 100 V. 93 89-100 3/8" 78 74-100 No. 4 48 50-78 a - 40 '32-60 18 31 30 24 14-38 50 17 io•0 10 200 4.8 2-10 * Specification Data/Comments Test Standards are ASTM unless otherwise noted Test Result 'Specification TEST STO Asphalt Content, % S D2172 Percent of Total Mix 5.3 Wt. Per. 100 Aggregate 5.6 Lab Compacted Unit D1561 Wt., PCF (Hveem) , 157.6 D2726 Measured Maximum Density, PCF (Rice Method)' D2041 Voids, Mix % Refers to...applicable requirements as listed inthe'Standãrd Specifications for Public Works (Green Book) dated 1985, for *3/4" AR 4000 Max Fine Asphaltic Concrete. Testing Engineers--San Diego Reviewed by: ________ Kirk Ammerman North County Branch Manager _ . S '1 J Testing Engineers—San Diego IWAP/1 A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138(619) 225-9641 J 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 PrwcTcAT. PROPEiTIES.OF ASPHALTIC CONCRETE it 0 LABORATORY. REPORT Client City of Carlsbad Job No 5259 2075 Las Palmas Drive Lab No 87-1127 Carlsbad, CA 92009-4859 Date of Report 9-23-87 Project College Blvd. Inprovements Location Carlsbad .. Sampled By TESD Date 9-23 Type of Material 3/4t1 Fine AR4000 Submitted By TESD Date 9-23 Source of Material So Coast Asphalt Location Sampled Station 4+80 Sieve Analysis, ASTM C136- Test Standards are ASTM unless otherwise noted Sieve Size 7. Passing Accumulative 'Specification '. 2" 1¼" V. -. 100 3/4" 100 87-100 ¼" .90 3/611. 79 .50-80 No. 4 55 30-60 -. 43 22-44 16 28 36 21, 8-26 so 15 I0•0 11 200 8..1 * Specification Data/Comments Test , . Result 'Specification TEST STb Asphalt Content, % . , . D2172 Percent of 'Total Mix Wt.. Per 100 Aggregate 6.4 Lab Compacted Unit D1561 Wt., PCF (Hveem) 152 ..8 D2726 Measured Maximum Density, PCF '(Rice Method) '' . D2041 Voids, Mix % Refers to applicable requirements as listed in the Standard Specifications for Public Works (Green Book) dated, 1985, for* 3/4" fine AR 4000 type B Asphaltic Concrete -- _ I Testing Engineers—San Diego ID A Division of United States Testing Company, ma. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 r J 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT Client City of Carlsbad - 2075 Las Palmas Drive Carlsbad, CA 92009-4859 Job No. 5259 Lab No. 87-1142 Date of Report9-23-87 Project College. Blvd. Improvements Location Carlsbad Sampled By TESD Date 9-23 Type of Material 3/4" Fine AR 4000 Submitted By TESD Date 9-23 Sourc'e of Material So. Coast Asphalt Location.Sampled Jobsite Sieve Analysis. ASTM C136- Sieve Size S Passing Accumulative 'Specification 2" 1" 100 100 '5'. 94 3/8" 80 No.4 58 IB 29 21 50 15 100 10 200' 7.3 .1-8 * Specification Data/Comments Test Standards arp ASTH iin1s rst-hprw. Test Result 'Specification TEST STD Asphalt,Content, % . D2172 Percent of Total Mix 6 .0 Wt. Per 100 Aggregate 6.4 Lab Compacted Unit ' D1561 Wt.,-PCF (Hveem) 152.8 D2726 Measured Maximum Density. PCF (Rice Method) , D2041 Voids, Mix % Refers t0 applicable requirements as listed in the Standard Specificaions for -Public Works'(Green Bo'ok)."ated' 1985, for *3/4" AR 4000 Med. Max Asphaltic Concrete *Falls outside. of, specified limits,. Testing Engineers--San Diego Reviewed by: :k Kirk Ammerman North County Branch Manager I- -- I Testing Engin,Oer$— niega 34 Kurtz Street P.O.P 0 Box 80 San Diego CA 92138 (619) 225 9641 67 A48 Industry St B Unit Oceanside CA 92054 (616),158-3730 UB NO: 5259 , : ClTY. OF CARLSBAD. DISTRIBUTED TO: I ME i OLLEGE BOULEVARD IMPROVEMENTS (iliN PAf ZAIF CITY OF C_ARLSBAD -TESTING ENGINEERS-7SAN -DIEGO' COLLEGE BLVD ("A Rt c,14AI), ( c 9'009 4019 CARLSBAD ENGINEER:.*~- y.D, Ballard 23203 (Co- 10ra'd 00r .pflhIT Mfl iQ1A DATE 11I1/87 HF' I NI 1N PFIII tiN RI I iR 1 jIr)pctc(I -& t10fl3 i.C' PCI (IiPd,flhi'ilt1c C oncr ((( L) tchlflci I ,ou1h________ I c I] pnc P 'd i rinr o veiinl , I h i ii I in h i I. c hpd a u I. / 29 Ofl Of ID oncr ec riix: itid ('it4OUO 107 1 i ar a t liV Ifl( bi)( Loure nd == = 'ir P4 p i a irp I hc dcph - I t onc rc- t M i x ct'iper I• UN Oh Ii( Ir I to ids virtI f oM0O h'cjrc 10 O dq r P ijj fl h I Four hin, ',mi)]r, of' tI aocircci (p wr r' tal'( n Par Ofb1ii('d (3? cIit I Oil I liP I h ( oric I C1P Ml IrJ, P i I 'O I d Par ' I MPU ]NI'E C10R' NAME - ----- - - -- ..,-...-...-. -- . - . - --'r---- - 0 - -..--.-..-.. ,-----.----.--.---. - - -. - - - -- - - .- rjAFTestIng Engineers—S ego:",. 3467 Kurtz Street ,P.O.,Bbx.8O9 Man Diego CA°92138(69) ?25.9641 : 29481nstr St Unit B Oceanside CA 92054 (619) 758-3730 -DISTRIBUTED TO,' JOB NNE: ±QLLEGE- BOUL B 1 MRROVEMEN .. .....N .. P A,('-;,, FN....El. AR :1: . .' CITY Di- CARL BAD JOB ADDRESS PROJ 3188 (1/' A IAI MA i)WIVI TESTING ENGINEERS-SAN DIEGO ... .... . OLLEGE BLVD nrDnor Mn, I.o'n - •- . . -. . -. ..... . - DATE 1/08/87 t4 R ( 4 Dci cm in II I ,' 223 (ID t ( ' Q n w ) 10 2 t' 00 l - - -- .' 41 — — — r i == —— ____ Iodd Ii i( tic 1(9 l0 1pj qh( hI> in a cI' iOu 4 0+'za . .- .......- •, . ........ - .......• -' •• . •- -.• '(i E _tc.h (i I, ''j dc ''nes ( i rnh ,1 =—— --= -5- -------- - -5--- 5-- 11 () t )jJ(tl<d WI joh '.UI.)c ( iiicI Jci) MC T cqr cli fldj df)hd Ii c oiilc'i1 - ------5---= A-=-5 — uper s Ji(i l Iok c' d La i nc of ,l)( C 7. --5 -5 12 '3 0 jjjjc _L2' ci qjjs I rjç.ujj c i. 1 1 a o k a itO I h r a M -'' 1) J.-Ii >1 0? _CJf' ci 1 I cj_..(c' Ci- 1 11 z - . Icct ) - • - - - • 5- • - . • - • •- - - -. . -'s • • -. -• - • • • - s- • - ' .0_U_ L j._c Iic'c I ..__..5'5_.d u..I.SLSS.SS.....Jt4J.i i ci_c'cii_...__._•. i Jl It it (Hit rcti I!!QLt)IL_ft I9.9 r, I a I ,•)9 / / 0' ________ Ar i i ved I'' a I a 1 -••- -------- ----.5- ô Ic'q Ifl 0 cl sncj t(M() (j(i Clc'(ir I r eriI- L I r o iI o -- ô 44 I4dIn bdtc hi nc Fr ai plant 11 fc'Mp 0 cIccir - . - 1ariiheit - Ec eq.an bat.chnc- IroN .pi:.itil;?.-.. --TeMID -'i Li. decJrc•?e'\. • • - - -5- — —--==—=--- I -5---- -5--- - -------------------------- --------. -- LiJLfJMpch J<L(Ucj 322 dIccj, (C% I it"dflh(i t rc1l • h lid iqit cT wi. i hut and l5phd I S - ---5------- :- -------- - .5 _u 4 / - -. -- - -. - - - . •. - - -: -. - 1ES-1.:( NC;. .ENC:I:.NEEIS•••sAN -D:F.Eco. f~'Testing Engineers-44iego MF 3467 Kurtz Street P.O. Box 809 San Diego CA 92138 (619) 225-06,41 2948 Industry St Unit B Oceanside 'CX 92054 (619).758-373,0. 9 'U 1 01 I ocInd A( 3J (J dcjr c I r e nhci U ()() 1(Mi) c h 1< 1O (I(clr(( I d( (Ih( -- ;-L1'i ('hcI'htcI wririht .l I wthin 'c. ........ iriI ci ( sIin I. L_0OIOnS_Ii L ed LiT PIdI h d) hcn h1i tchincj I aid' ii to 1. t icI 11( n I .i I o dnd th tr iirk1 1. .6 hcn 1dI(d IV.-.,:o (1 I I cLLLuJa I t(u(k 2-: (JO Ier1r)-'cher-k .f' 0 •'deoree fir'ErIpi =——= -2:8-1 P1nt-:I1- IiUt ..down. 13 " c:1 i-n—ciI:;. W.I. -.11, con :ti nu l::i.. 4 ---- -= ')(I fl, jil)l)I3k(IOWI f('Oi/)LOfl(,() IMI X .111 ,I'5 110 'hi Ii M y h C cli p pecl b 4 40 lo ti I fr oi p1 ni I I 2 1/2 on 1) OT S I IIPII INtPL( ifl)'5 NñM( ----* ... .... -.-,.- -z —— p —— ................................................... T. - -. - --. ..- ....-----.--. ....................................- ....- . -- - -, - - ---- - - -,- ------ - -,- - =- __________________ .--.------------- II SI INtI I N(iNl ERS SN DII LII t —-------- - •. ________________________ ______________________ 1, '4 - BIN 3 - BIN 2 - BIN FINE tGGR. TIME- 6V 4i R 1T ,I 1 -13 SAHPLE_WT_ E '- -'r- T WT. T • WT. T - - .--.• - RET ;ET. PASS USE RET RET PASS TUFA USE RET RET PASS USE 'q Q4B SPEC ._I_ ____ — — — ____ - — — - - wi- -- r- -r- , RET RET PASS USE o I -'7i 1 /2 3/8 . ___ C C .• •>i7 J .L1Q L2J_ /I4 pl- A. 16 I6 14 -,50z,, 9c, JOO #'4 ' = CV #3 = C V #2 = S E COMB 'X' =__I ;, ---- = = - -•---- — = — -- •- • = 44 '4 - BIN 3 - BIN 2 - BIN 4 FINEAGGR - I-BIPJ % • AMPLE_WT - ', WT. r rAS T WT. T V T .% T Tfl - ' -' --•• -• N RET RET USE RET RET PAS USE RET RET PASS USE &_IU.I____/• ' COMB. 'SPEC SIZE ___ - - - - - - - - - TOT&9ill 4 I-I ___-_-rw-i-. .jj I RT RET PAS USE X I 3/4 A 4b 7/0 &LL _' A. 112 - .- 3/8- a r ii __ !i! - 3_L' 21p O56cis r< 2-H 16 ___ — 16 30 loo 100 200 ... ____ ____ _____ - - — — — - - __ __ 4 35 - LQ C. V.#'4: = . C. V.113: = _• - - q TIME MATL TEMP BATCHES VS S ALE-,;, . ASPHALT 1 ' ATL R NO. OF WT./ THEO. WT. OVER • ________ .•. • '- •:C ' - OO BATCHES BATCH • TDTAL SCALES- THEO.'- SHIP.# -'CERT.I.: •- TONS 74, _____ __________ • • "..• .• • TOTAL MIX_DATA _ M AW 5E_,CV2LV3.±-;:CV4_- 8••'n. • • - BIN H rMIX-- , DATA 4 I 31 - INSPTR -1 _____ • • TESTER . • • 200 J..L PLANT RES ENGR DU5T CONTR #11 - t - SUBTOTAL F4 LE ASP H 15, + I •• TOTALI - AC TEST DA -• 4 4 4- /4_' 4 L .44 4 4 fTsting Engineers-.-.Spiego •... I 3467 Kurtz Street P.O. Box 801W, San Diego CA 92138 (619) 225-9641.,,:4. W • 2948 Industry St Unit B Oceanside CA 92054 (619) 758-37,36 $ ' 4 :_.34: - r T0B440 5259_- — ( - DISTRIBUTEDT0 J0BNAME C0LLEGEBOULEVARDIMPR0VEt1ENTS A1t N1A 1I Ni I 4A II C1TYCIFCARLSBAD— T0BADDRE9S PR0J3188 h L MA 4DR-LVI -_ COLLEGEBLVD -i--_ A P i AD )( U 094 13 /--#-_ CARLSBAD,CA - - —----- - NGINEER _ 4 4 - - REP0RTW0 19255_----------_- _ - ->II IAL-T( (JNCRI -iIW'L[ IJRk(N iI N5EL-I 4-I ()N4=RI I-MJW1 77~- - ---4 --4---------O LN 4. - - - - -------- ---- --r-- - _----- --- Le— - j .- - -.- - - - - 3.0. - 4 - i-I'to i cisc d L 2-A-I I •i : 'TI ' • .- -. . . . . . -. - -'-----.- _4.__._ •-:'- -.---.-- .- 4- - . - 5 . 4 .. -...........- 4- •. . . . . 4 . . --S • ------- ii 4J 64 (i=I-b- ------- -. - - --_-'----_-'---- Cj ph 4t-I 6LI,c- - - /A. 4I-h;_4_ - - - _(c -tap Li:?-., - It I c(J 1 -fi r-- n h c '_---'(.)4 ---'_.•4 . - . S4.' Sc...- ' 4-:-___ ..................- . 5-. j-'. ........ - .. - -..............- - 0 • •- -.-• -. 4J-o 4 i4( i -0 - - —a — - S.- -.- - - - ______________•4 __________________.4 __- _91M)_-_----- _____________ _____ -.1 -. -•.----• •'------.-----•-_-._._--_j__4_. ___-. _-._-•_,.-_. -_---_-_-•-_-_ 4 ------- 0--------- O; - ----------- L - -- -- - - - 4 -. - : •- .......4-- ------------.. _5_ f ---- .. - - - ..• -- . - - r ..rr-r-rci- Ei ,...•, - • S. - , J ,SS -; -,---'. ,1..•., , 'y; '.. 3467 Kurtz Street P0 Box 80WSan Diego CA §i138(610) 225 9641 5. 2948 Industry StUnit B Oceanside CA 92054 (619) 758-37 ., 30k .. * —M d-I d - jr -.--------- _- 5- 7 7 -- / * J - - - - 141 7 .- - —5 5- - - —'-- - — I ---..±'-------- - - .5 - - 1_ ------- - - - — - - - - jr- - S - - - -• - - I - - -. - 4J - — .- ---- = - ; --- c- - TlTJ~ - - ----- - - - I -j-,- - - * 55 - 4•_c * - -'-5- - -'i;l'-'-- - -- - — -'— -- - - 5)•• - -.S- - - • -' 4 - -I - - —,.---'= I - - -,- - ±— ---- 4 -- - -'-E -- - 4- -=-,---- - -5-'-- -'- - - I r - - 1...• - __S5,4 '•, 4I55_.__,,; - _'. --• -; --- - ___t --- -5. -_.v '-- - s •. -a-. - . : - 5.5 • /S7 - - -. ---- - - '-: -. 5--. - - - - - r-.—=----- -- - ---------- r - - -.----- -'-f' ---: - --- -r- --- -- -- - — - - ----- -- /4 •* 5. - 55 $• _•••, . ----- . • ; -• m. '- T ---- ..'- -i- - - -:---, T---- - - -: .5 --*4 _.•; 'h. --,---- ,-,,_ ! - —s------ . .• - - - - -4w::- — -------- - -: — -4----- •_l - - - - — 4- - ._ -t_.--__ - - -;---s - ------c.- "- -. - - --.;nL - - '5 -. - •- + ------•_ -. •:* -. - .. - -' - -* - .- .--i--.._ - -- -- - - - - - - -. - . ---------- , - - - -' .-: - -' ---------- - - .r74 -. - -1 17 . •:-. .1. - in I- . —; — • __r - - • - .5. - 7- ." - .- - - - ' -- -_c - - - - _- -— ---. --------- '--s .5St '-s, 'S5 '.5- •0-5 -- 4. I I j\if I Hf 1 JI rp' C(\J flIt ,fi F '. ',- ' --•-- - - - -- '- . - - i'-. -'c-- ,, -5 . - - , - r To Enineers_Sieo 346 Kurtz Street, P.O. Box 80 an Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 -=-=--=.. IVE--.---- =-==-.TESTINGENINEERS-SAN DIECU.=-- -- ---- - - s t- atyt -ar ---------r--_-- -- -t -.- - ,Jauid Rendini)=Steue =-----_ -=. -- -- _:— -_—r----_- -.----t - - ----- -=---.== ------_- _____ c(:NrRE:iE: .BA•r:H .__---__ --==•-=-.- -- op r=p a v-:in qo1'=Co Li. qc•:BI. vd-.Mon :kto rc?cka cgrc•?qa e-a n - - -c --=- -=-_; -.---- - _________________ - -== ---- ___—---r-B:i.. JMen-I;cf'ps ----•-•-- -- --=---- ------- - - ---- J —=4-30 :-i-, 3-1-..0:lz'qree -:3-0p--t•i ------- - ------S 1 xycii -_ s--tru c:kb a4ch 30pM, kota l.p?o ci u c4i.-o ri-$o tpi a fl )-n--------_- s •-. ------=--==-- --- - -, /8 7—.-==- ---•d< n-t II a r4 .i n ----t- -=-- - -.-- - - - -------- __-____---_-----_ - __ - __-----=----- 0-11-0 o Ii -=-----t-$ h =--r-iir4c- wer.c'.-h-a;t-ch e C I r--a= - - - (3io n so P. 4()003 P1 p-e ra-tu-r c•w a s--3 4 -dqre s F an dh=a cjq rq ate w as-=h c,-a4-ed(o3 2- P1 :Lx er ---ti-M cr=w a ii i4-- - - -.- - - - — a-cjq V€CJ aI:-.z. swer c?4t-h z o-ro u glic::o oot l;ier-=tr u c k s -t) a-t(: I d-_a Ii d-;6o-a-d ? d—fr-o ,-.---------._---..._-_-_------_-__--_.------= -=.-------=-===__ 31< :H:, OJklR-S1A - = U------ _-_._-r -------_-.--------.-- --- -_..--- Lot a J.o -i 8-02! =iu. () n s a -x -. ..i)asp h-a-U-:i. _--- C: rr.:L wcr:su p p -i. j.(:ll:41- So tithC oa ri.sl:a :lancl_ia iaJJ.a :L:I..M-i:l. ].er p r-. o-J-€ c.1..?-Lo-J. i,... ., itt t i.. i c c:t .1. i.. i,..T'j a iiT\ -• --. -, I * ' flTésting -En ginèers---$ iego LfL?Y 34' Kurtz Street P0 Box 80 San Diego CA 92138 (619) 2259641 , 2948 Industry St., Unit B, Oceanside, CA 92054 (619)7583730 . . . -.-. , . -; .- ., .• I - .. --A(-OMI)--J P'ip-Ir I) rcq ui h I2 I I$kcp — Jo r_21 d -.--- j) h ci Itci tjgccj wh i c. hwr rtbc t wecr - c-q. fll--t1 i-xd c4 -i cj ni -=r- c-c MI ' in' cj hk wcc — on iiord thr'qh ovtLhecI ci ypscid Li. i-on1 woacph i-kic---o fl-i-( _i i-x d tip-I C rck 1< 1Lo i]a I ek -r4- - S. *- - - - -. .- -- - r i — - — - -_.-. - ini,V A'>Kll-r4f34I II, ' 4- I - * _-* - -- - 44 _1i - -.------- ---- -- — - _4' -----.4. -. 4. -4.-. •t..-* 4, 4- . -s ..- - 7C- -, _4fl S 4 4 — '- t - -- - -- - - - - 77, — -- - 2 :. -- --=-=---- -- ---- I - 4Z 4- A 777 -- 4.- 4----- ,'_._4_*__. - .,- -. . - __.±4-_— • --- 4- - --------.-- - - ,-- - --; ,-, — .,•,--•- .4'- .- -. -,, '- L--._-- ;- - - - - - ••'- . ,.- ..,'.':.: .,\, --- - --• ---- -•. -- '-4- .r - - - 4- '- - —' -r - - - ,.P- -.* • -*----i - : -- -- _- —,--_-.,-- - - '-r -- - - ---'k' -- - f -_ - ----4-- ,_*t__t - - .,----.-.---. —'-------- - -: --•----- ---.-.._ - .. 44. -- - I -.r - - - - -,-' - - ----------- - - . -', - - . -'-----4 77 -. - - ~._* ....- -- '- --. •. --4 . - '. - 4- - - -. - -" •- - ---. - - " '_f ',_'_i' •- -- --* -i- -'----- ---------'---- - —'-- -- - - --.4----- --"4. 4 - . ________'__4___ ,-• - . - 777777 — "'- TI±H -S.-, - -- 4--- - - - ,T -.-- :-4-'- r -, -- -- 4 -;•••-;--- - Q'. 4 ---4.-- .- - - -4- - 4-.--- le 4- 77 - F - -41 - .- .'- - ----- 4-, -.._.,_ ..... __ _,1. , ____'j,_• __.____i f Testing Engsneers • D —iego IDLI' 3467 Kurtz Street P.O. Box 80985 San Diego CA 92138 (619) 225 9641 D 2948 Iiiustry St Unit .,B* Oceanside CA 92054 (619) 758-3730:.: JOB NO' S2.59 •iI:rY (fl:. rAR : 'DISTRIBUTE TO J ............................................................................................. JOB DDESS PROJ 188 ..y PAI...MAS, I)RI)F .. . TESTING ENCINEERS-SAN ME CQL BLVD 09489 NBS/LO WRY C!4RLSBAD,CA tlC INEER =--= - -=- - Ed To ye, David' en tho eve K obzef REPORT NO: 19259' £?rul. 12/08/87-- A T (flNrRFTF BATCI••IR I...ANT ]:NSRECr:r.oN REP(:)R'T --- iJtoti1of oiicIicIo C. 0d A)hI I. P I cUlt cit () O 1 M X tt ii( kS ,,i("P U.I1cJ II Lth cifl 0) V I 03(.l of '( t,Ilc, (cl( h 1Iic rir fl4 08 ___lcn, Wd 1_____1oid e (I 01 th( ',t0((1( I o - mnd w cic 1.) -,71 t C h1'i t lie VL0iJ S ri i jIi Ilext 2(Jb, .49tors wcr btc tie cI:out:of t.h'.rjJ nI.. áiicl .IMMecI..jite.I v w.kj of-ci 1 11 w sec. .n ci :i.ts per at ur e .ran jeci fr'oi"0 :......SO c:I eq rees. . . tOflW(rChd t(h pd md jroduciii & .lJ otIprcciu( (IL ( IW __ AP 40(1(1 /JA. I Al.) Ailfl I / ) ._._...c v... ij A I.. 700 L C > I U00 40/ " L '9 Acio ? 8t0 ,)..) / (l(IO I> I 20 t''fI 'D.i"J :3 0, irnu 4 2700 12! 1c I. cli k C M C(( IrltC II t ] (/ ------ ........................................................,.. -- ----- DAlI HIll- 1N P1 ( f(1R' AMI . .......... . .fj1j4 . T:i:MScIlhe'ici,r. . .:. . . . .... . ., 01 Ilk 5 1 A'1< Dl I IH . 2,o"., '0 '0 8 0: '0't I 0 IrforMcdtc1tincJ i d I.? / , 1on (1/7" fici>' ) ,mc,ph1i__II. CC C OI1C C t a C',iith . _.oa't A phci I . . 1h(COfihi il((I CIT.,l(Ji ( i Oil Oh LIW J./7"4 M1F'((M(cl I ) , i cwi J Ie h 1 1 il Soi r ' -ovc'r icJcJ( ecjl t d1cc tiur cji riai ( I i ilc) IIlc' ir uk I OiCl'I eg I (:.(j. for 1 ab tPt 1 . ......... . . . . .. . . . ., --- - I r cIp c't d ci id t cI ed t he p Ii I I C C ON r C I d Mdl Pt I i I f or t h .............................. 5C fclV1fltJ oih C 01 I ('(Jd l(IU(J I Mp1 ) 0 pr t1 ftC COIl I.? ron cuIh Loit' Aspha.1:ti'roducts:i.rc.., t.arl.sbmd.p.I.int:, ..' (Jne I:i:i:n ?. II '1 1NC I r1NI I kJAN /) IL(,(i t Testing Engsneers—D,ego 0 3467 Kurtz Street P.O.Box 80985 San Diego CA 92138 (619) 225 9641 2948 Industry St Unit B Oceanside CA 92054 (619) 758 3730 H -- - --. -H --- - J. C i C.) I*') i I I( I()fl(i pjjj Ii p I.iii t b'r 6 We down a M 1LJ.P' th( I ( o' h c Ti j)t cf.0 iZMi ii i k'Di I Tfti) 'C IiMI ------- IASKll: - - -PT- Fus rK --- fir j•pc r-•w.t • or i,.ip' - . - • -- -- - - • -- * -- -------- --------------------------------------------------------------------------------------------------------------------------------- - --------------------------------------------------------------------------- 777777777 -=-----------------------.------------ - --- --- ' ---- ----..-...-------.--=---. .- ---'--. .,- C..-..-: -- -..- - - - c-- -- * - - -•- --. -- ----- - -- ----------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------..----- - - - -_-.-; --.------.----.--------- - --- - --------------- --- - - - --------------- • - •-: - •: • - II::.: )fl - D.Lk(.(.) - -2.- - ------. -- -- - WI Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 29481 ndustry St., Unit B, Oceanside, CA 92054 (619) 758-3730 NO: 5259 NBS/LOWPY DISTRIBUTED TO: NAIE: COLLEGE BOULEVARD IMPROVEMENTS KURT C:I:ERLICH CITY OF CARLSBAD ADRESS PROJ 3188 P fi BOX 28 1 00 TESTING ENGINEERS-SAN DIEGO COLLEGE BLVD AN .EGO, CA 921200100 NBS/LOWRY CAR Bove David Rendini, Steve Kobzetf - II NO: 19259 DATE: 12/08/87 ñi'ih'1i 1 rUNt ii ii BAN II i IN'PI r i JON RI i'()R I il/14/87 Ieqinproducincj AR4000 3/4 d -aspt it üut of th e E'c:ondido South (od is tA'ph I p1 n t a ( 6 4U '3ig lru ks 1" e r, o h a u I inq' I T 1 a n dV(? lo id C I t (.II1t (c.( ! 11w 1ir'L t14 O( Lon 1 oidod - out of the storacje sil.os and was batched the pr,cni o us nicih t. The next 20S,49 tons were hatched out of thep].antandi. MMed J. a -t el SC? lit out to t h? jobs 'T' to 1 a m ounto f AR4000 3/4ed s t o I of (hc - E c ondiclo plant w,409 t h -t c: h IJLtLcW is u inrI i t (.Lr Q'JQ -57 3 j - pxs.cIL:: jnq AR 40 91J ;d prpxi Mdte1 y 0j3j) a M 140 cctcLa n rcLj. n J LIi e Pf. o VL jcih(- (Jj:on I) Od ki cihcl Pr(>I1 I/i' MCI I3PJ 3rt tr,uqks T emrjprA -nur( Wc) oni y dccjrcc I h -i dut 0 a Mlsluctloninqhu(ner I hj. is pr ob1 C - wis soon r PC: t:i.fied an C:I I c.:.? P ol. :Low:Lnq tetipert ur es rang ed aro und X ji) dcqr e Mi ). 1. n um o 1R41iOfl t/2 iwdw a is a iso 'i9 is c: To lj __p r, OdUC I J. on of hP40 00 i/ 2 Mdw1 is 4''0/ton is Ajcjr I itc"wcr C 11kC'li r('oM all hil Ih)iIicTCIdf?d an ci -P:i. lie s AR 4000 3/4 med AR 4000 1/2 ed AC2O 0 S7 A Cl 232 5 . ciqi 31300 4CX. Acia 1 3768 49 7X T38022' - JL2 1V0 -- - --= =-- =- - t c: Ii t I mc.:- 39 seC:: Ba tc: h t :i'ie 39 sec DArE:s 1':ilP4, :INsPEcToR / s NAME: 11/14 Tim Schneider TA9K11 RT HRS TASI<* , 01 I--iRS IASI<t1,, 01 HRS 2020 13 0 2021 1 .0 111/14/(3? - I- (fl'M(d I('5t HicJ IIid Jfl is pP( lion o 12 2 5 l.on, ( 3 4 iii<) il1d - - 1 247 23 -t o r-i is (1L1 ma x asp h a l11C c. r Lo Asph a it - - rodkct 1 In c:. ,Carlsbad pLant, fcl CoLLege s:i. vd :ir:ro yeMen :' is - - Theco Mbined cj Nld a tion on the ax(m:I)LiMpi.es had so e . c arr y-•o v e r, aci recta tes and tested m ar dma]. (fine) The truck - ]. C)1cJS t the plant varied from 280 d grees to 320 degreesF o-f-" the a;l:iI1a1t cond:rete m :xes. Each of the asl)hait concrete mixes were - :1 1/ 19/87 Inspected an dt C?t ccl the a spha:I.tic:: c:onc-.r ete Mater'lai s -P or, the - - - - surface course paving on CoT leqe Blvd :LtproveMen ts. The r con t - - - -- IiMi I cr aphdIIrrctr Pr'(ti Soutli Coa - t Aspha:L -t I:rs0jt3:ts , , , :,:1r.I. is I:id Ii].allt 0Iie I: J. 1.1 • • - S'.4"_#S \ . . .4 - -'.5 4 - - .4 .4 .6 p1 • . . 4 45' .4% 4*'•S - .4 '' •-.-,.c - . . • S.. . clv-..- . _7 . S S '• - - - " -:4. .' . '- -'ui' - ',. :4-' .4 .4 - 4 .5 - S 5 'I• , . . " S. S5_. 4 . . 4, •S •S'.t % . ''.(-,. . 4 - 4 .. •6 . . . , .4 - 4. •54 - 4 • F ' .4 .- . . . 4 4 Sp 5_J _54 4 - .4 .._•1. .. . . .4 4..- 4 6 ,. 4 ,,. %1 . . 5 4 .4 . 4. .4t*,4•4 - .-t •_.•_ .; .; - . 1) 4 •4 . C' •2 _'..S. :•, -- I.-- 4f•4 5 4 -. - '.' --': . . , '.3. ,*. .','-L •'-• :-,'-. 'l 54 1.4.. , - 45 - ': ., r • . . . , . -r - . - -: •-: - '4 \" .F • '. r . - i. .4 . . - - _4_4 44•34% 4 44 44,4•' 45,4 , - •, $ 4 • 4. .4.. 3 ' .' 4 ' .1 ' _. 4 4 • 4 5. 4 ,•• .. - •• 4,, .4 4- '4 4 4 - 5- , - 1 4 -- ' " • 45'' 4 . 4 -. ..'t . . - '144124 • .44 4 4 4 4 4 - , - 4 4 .454 . 4 'i• • 5 4 1.•%. - , 4 '_5• - 4 '5 4 4 •,..•' j534 #' '. '445 '5 or 4 • - 4 .41,' 4 •••4 445 • 5 • .......46 4 4 4 4.14. 5 .4 -34. : .• - - '- " - . " •• . ;i7 -: •- ,'.. - - 4 . 4 • 4 I. - 3 '4_. - --5,,' 4 -/ -'4 .5 ,.'_c , - ".4' 4- 5,44 . 14 - ''' -' •, 4 4 .4 4. 4,. 4 5___ - 5 .4 - 4 4 4 • 4 . - 4 - -_ ,4- 4-. 5 It, _.., ._ It .4 - ' - .• •*-" It S , "4 . 4 •'. 5-5 - .4 •'.- . :' ' '-'-'.. .•- .• -i '5'. •'". 4 4 4-' 5 • 4 4... '.3 4 4 4 . .. - 4 " 4 '"4 . - . , , .' 4'. I - 4 . ' _.4 'S .,' -: - - -.4. '_'. 55 .34 .. .' , S 5' .5 -• 4 -'t -. 5' - 4_., . - .4-.. 4 4 4 Testing Engineers—San Diego 11011 fl .3467 Kurtz Street P0 Box 80985 San Diego CA 92138 (619) M-'96141'-.'. U 2948 Industry St4 Unit B Oceanside CA 92054 (619) 758-3730 I o 1' oliC rc k e ilCi i1 I s d ci not NCC( th ,i)(( < J. &___,_ r qu ir M(fl t n gr icIL ion A p 0jor on in b in ccn tdcjC W& nroi,o'c U I hi ni n ( hrokc down tn1pc the dci,h3 I on ( t( 11 I X f I dl) I I F1I II N SP, I 11, 4 19 rldx rc )Y cla .II H S- TAil<i (3i- I-IWo 1c$I<4I -. D1 7O20 U 0--` at)? I 9 U2 0 2 t -- -----.-.-'. --=--=a_-tt ------ -----'--- -fl-- - --------------------------------------------------------------------- - -. --_----- _----- - ---- -----r— ---- -.-- - . - - -j-,--- - ---------------.-.-:_--c'------- -• --.cc ______ : - -- - - • -, - ----- - - -. .- - - - ---- . -- : -- o - - . - - - —r------- - - - . . . • • • • ----- •• • -- •, • - - - .,- •i-I::.-I.-i.NG l::.Nt,]N.t::.-bR:,...-S(iN 'D 1]7 c..- - mit Testing Engineers—San Diego 3467 Kurtz Street P 0 Box 80985 San Diego-CA 92138 (619) 225 9641 2948 Industry St Unit B Oceanside CA 92054 (619) 758 3730 JOB NO 5259 NB -1 tJWRY DISTRIBUTED TO___________ CARLSBAD, CA ENGINEER Rodney D.—Ball ard, P E 23203(Colorado) - EPORT NO: 19120. .DATE: 11/12/87 ASPF•)IT .coN(:>RETE: .BAi(:Il .P.L..NT INS_ECTIC)-N REPORT -- ____________ 10/ O/F)i n- T ' hc ijhd.I.t-i '-c--on--r---- k bj-1c—h--in . ci a ti) o u1h - - ..- ( I ( 3 ) y ç r () V E fri ( fl 1. 1 h j r) I n 1 h a t C I i r C o u 7 9 42 a n a I 1Iic 3/4'" M x ( ccI ) I ( (3 Ian of I. h . / " ci ix ( iid ) :i I I. 1' Ot( MLXf ifld 1I4O(JLi fr (IU DI' () 1(( 1 fldv lfl(J C(UI' and ur I c C OUt Ih phi I t nnC r tL I'i J. e u e a h tcr'ipd I. r n t F OUt I)] fl s M(' IC s 'dl thC qg C(3d tC" WCr C talwn for C OMbi nd ---------------------ct.r a ci :t.:i: on - . (h e .a I 00 1(1 (31 d (I . 1;'0 11 I 1) A' 'TI F MF'lI N ,PI r f)k' N(1F 0 43 o 87 xrirl R.i.HR• TASI<11 ()T I••IP(:; :fA(:Ie.4l........................)T HRC;.. - -. • .. . ( 0 202I -- ---=---- __- -- _ 0 77 -. -,-, .. . .-..---.c.-- ........ FV7E R--`& G=~ E .................................................................. --------------------------------------------------------------------------------------------------------------------------------- -- -.- - ........................................................................... rEsT I'M c •ENGINE:ERS....SAN' rg,Testin Engineers—San Diego 437 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758.3730 - - - - - - JOB NO: 5259 NBS/L.C) WRY DISTR(BU1ED TO: JOB NA COLLEGE BOULEVARD IMPROVEMENT KUt1 hR1 CI II CITY OF CARLSBAD JOB ADDRESS: PROJ 318 FTi, Bt:)x 28iOO TESTING ENGINEERS-SAN DIEGO CARLSBAD CA - - - - - - YNGRiffi - REPORTNO: - - = - - 19257 -. DATE: 12/08/87 - S =.t ---- -- - - -- -=-- - --- - - - - (:(:)NcRE:iE ArCI•I PL AN T ]NSPE CT L.ON RE:ID OR T 9/19 87 opi I oj 1J_ppdcic1j Ak40005/4. W/lin(, for pd vihcj 0 IJoH e cI )' L sLq () r cUi L - )p -(J api, :::: c:Ic.?cjr.?:. ; F .'/:() 3 F- (f 71 m 3/dPçJrP5 I 830d 440 dc ir I - - 9: 40 a P1 • 32b ci :Ir:•?s F 9:30 a M , 340 declrees F ---=-- '-= 10 0 L>() cietjr c I 10 30 i 41 cic.q"er IL M 3 3 8 d e qr 3 40djrec1 =--a-fl - —a-= -=-.---. -- - - --=_- - - --.- _______ 12:30 p .m F 12 30j _m,OjIijr"I - - IL 0 _P-L4 tL! :30p 328 degrees Siy-PiL•(ru(-ks 1. o a d e d E J. q -- Aqrcc.Jatesa:)3.es ncLex rac;: .onJacI1ecJcctedt ra:LJ :4%. aci 8:00 a.ri._recc:t:i.ve].,, F3.rsttyk::kI:)atc:h?(1 25 - - --- ff- --- — -.- '-fl- -,-- -- - - - -'-- - - a. PI.LasLtruc:k_bched 3:3Qp.i. Tota:irro cc:t:nfor. ______ 9/19/187 .Pcl I ci Ho P I n t - -=-- - - --------------t-- r-- - - Dc"i ft £IP.h IN 13 I I Cf ()fr', NAME - - - - -=-- .-.---a-- -- =-------. . - -- - - 9 /19./187 Kent Hartinc:j 0 - - -===---- ----- -==- -=-==- -=- -=--. -----..--=-===S-==-==-= -=- --- - - -=-=-- - 1AbV4t Ri HR' rc1'K11 (II HF'S 1A'Ki1 DI FiP ________________________ r -- ----- - -- 2021 9.0 - -- - —z -- _ -=-- -. 11/1 0/3? - -_=_S ---•-- = =--_.f_ - -- kj howpechrcII.u.c /87 -. rvcdontlicI:atch pLant at 6:00 No j re.bachecI UnLiIi0 0 hoon AL thdt LIMc,Ii ucjj thccIf rj _Lit L o L I of I 24 18 t o n' o I Al' 40003/4 11, 11w o I L -w'? a L U W i ..40 Lo 3 2"5 d'qp"I MI Ij c'cr s I (0 39 sc o n d s cwcvc Uli_IUrM inrI ------------------= ------ - = (1w acIyrccI,Icc, urc thorc'ujhJy cc'd WI (Ii oil No Othf__-truc k s Were -- 1.L/0 ?11 (: _Fl J. r a T a - - --- - - ----.--=------- --- 4 D rITR - ---- -.. - ------- ----- _____________________ 11 ./1 1 /8 -7 _________________________ A tota]. of 1807'. 1!3 tons and 176,71 tons of 3/4" Max(ec:I) II:)Iia:I.tiC - A i -=- - '-- ci r 71-7A. ci .=a l P cud -PT —a L L 0 U II - - e --- -----"a -- -----.. - - .i upr OVPM('Il (c, Ili ', cicph, I I ron rcLe bcisc' cuali i'I'14O00 j Testing Engineers—San Diego '467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 I' !DLrir wiii. be (:'vc'r'iay(.•?cl wi -t h d )./2" tiax (t'i.?d ) a,c: , - - ----------- =-w-=--=--- ---- :---- --- e — - - -- ------ -- course :ir a iw cL1us, A combined gradation on th four b:i.n t=__ =--=--- -' - ----S - . SaMpIPS Mt th? r'qu:LrMPIit of th pt4 , (, for' - - -. I. ((Idlc" 'T he c151)I1t3) I. ( oir Ct C MIX Wdchecked for, - Mp( riLuT(" wh ich wcr'I tw(Pn 9(1dc'.cjo.. - 7111de(flc'( S Oh v'aF'iotjl:i di.;, Thbtchp.Lant mix d€?s:1çInw rcoMf:utcçi I or wc qh t ind / ihi I 1h t hniq weights Wc'( -. - - - MoI):I.tor'(c1 thr' ucjhout -t he c!y.; produc -t:i.ori Iwo a.:f)I)ai.t ::oI:rtc? - ___- _.- _- ==__-_ -,a --- - ------- ;- -_-=---= -- - .--=-.-- -,--- ---=-= M1X pJc were ta1oI dbte ____ 's NiI. MxBarc•:.Ia - - - ('5Vi k I HP, TA>I<t OT I)I-e' IAK B DI IIi"< . - -= ----= -= ------ --- - =-==- -=t---a --- --- - - -* '-= - - ----------'--a=------- --_-;--:- - -'-a'-- _-'- - _______________ - :=-:-=:=t -a----- .-_• _=_-_ - - - - -'---;---= --= ---- - - ==;==--_-_-_- ,- -' - - - — -:ttttZ.---- t- ._-&_- _£. __&__&_&&_•___•_F,& ____ &&&_==_&_&.&&_ C&&&%&=; 4 -- - - - = - -t == rc------- -=- - ---- ---- ---& -, - _t_&_ = - &=&=..--.--------- ---.--.--- _ -==-----.---- _----- _- -_=-&-----.----'-4=- -= _-_-r------_v- -=-a-'---=-=--- -=----=== -===--- - - - a _—.------------_---_-- _---_-__-_& EI1 1ft Testing Engineers—San Diego 346? Kurtz Street P 0 Box 80985 San Diego CA 92138 (619) 225 9641 '2948 Industry St.,Unit B Oceanside CA 92054 (619) 758-3730 O52 - t/TUWk JOB NAME: COLLEGE BOULEVARD IMPROVEMENTS KLIkLJ LR I JOBADDRESSjPR0J3iB8 j TESTIt4GEINEE-SANDIEGO • O COLLEGE BLVD . (INII 1O 100 LO WRY CARLSBAD CA ,. •1. •.- . . .. .., . .,. . .° . -. .1. .fr '-.-_ -_.-- ;-,-:- -"-- -,-.-- --- =-::--- _-- -p-i- ENGINEER Ed Bove , R!1,St eye. KSf EPORT NO 19251 17.1 r 9.r7ri Al MAN1TPHHNRHflk1 j1jx il1 / AR LSQ4/4" L I) c tUdCg?eS1 ht -j;--- - ----==-- ---------=-.--..---------- -..-=.. --------- -----------"------- .- :---JT:zTE- 1) ,S-i I1 LnJIJ ,_i l0(i't jj 7 - - - -- - Cl II -- - -i_ -- - -L - -.- - - - -Z R jod dIJu( ]3 0! h 0lI0 73, — - - - 2—j -tl iA,g 62 - 01 H II - --, -.—=-=-*_ - -_-i-___• ij hpL 1,0 I I u 1< II-9 I H B Ii L4' i cih t 1)01 I II -' 4 / a uh4 I Asnh - --- - - - - - - P2I J'wjj ii d. LII 1 Mt I 1n ;) h ciLL 0 I ljL - cLh t i_t tiix T. - )( I _L jiflj.ji... t..jIj - -; --.-1-r-o tI-c hln3 -for clriciInrl (4rpc:.r/i.-_3n.i rcItnc"; on ....(rh€d - .—--- - i - -__--_ I 1 ('C' I ) - =—__-----, —q-------._- ---- () J., Ic'M e n ch' 1< -,'1 )cJ( I ir GIIIeI Ii (( h W(' Inli (Ls Mt (41 (hi ii IJc'C anti 1i.phd I ( ' Oh tPn I rcti L0 3 ..i 4/ tIl0iiIIi ftP ----- -=- - -- - I)I)c'Ilrdn( (' of 3. S 031:i e. o wc't (cd - --- ---r --- r__ - - - - oh I r OM E C onci ido I 00 ' / IJC n I dc' ............... .......----- .. Oj - — - - - -±-- - ('b r r I ( v II a I I - n 1 ......s....._._i.__..._._ . - .• - - -,.------ --- -.-------. 5 liT t'IO Ii f3i I J o ttj ;Io cIc?cI .....lI-:),1:- - --I- - —r ----- =---- - - -=--- - —"--- — 1' T ' - --3-.- . - - -_,,. .. -. —# -. -. -- - ,- - -, ...- .----- - :I an_:I-tçI-ri. nc-r,o p.I. antHll:.L lJfli _tijTii7 c'qjjjh tjhjj'röp 1 - I) i'm J:F 7777 1OIec rj - ).'1rhI h((I (l0(I(Clr ('C'".'Fdl'('hiIe'l I rC(0MMcfl(IP(Ir1lilt lo - -- 11rnnh' fd_(rh_ i__ w'__iqI _t5__i__ti__I___I_Iiin__IJ'_____dn(I_sph1i__I ...-___ d - .- . .N(:;-E-NG:I:NEE-:Rs-sAN D- EGO - 1- . fl Testing Engineers—San Diego (IOU 3467 Kurtz Street P.O.. Box 80985 San Diego CA 92138 (619) 225 9641 U 2948 Industry St Unit B Oceanside CA 92054,-(619)(758-3730 1 '0 1cp b 1. o ddI i ( 310 d cjr e e s: ai tnh 11) 0 1(i1 ( h(LI< 1() cleqt is I i F i I . .., .. I I —.151- ( h (.C. 1< h cit t Ii W( I CII) I I I w I I Iii fl ) (C I I I> NI (ji' ddc1 J.'() n shC j 41.., l (ill ( Ii <,_____II) I p j) d ' o I i r P i n 1 ' h d b cn b i I c h in ci t on .., I oiti'. Lii d ( (0 L (c., cl )d Ciii I i n an ti (hp (rut k h Vt h (n lOcidC'(i 1' OM .Vr v c++ :i:c-icn4 1 or..th:i.' 1.obrth!r hN bi.c.hxnq th€ I i)(l I V Id ual tc uc kc ' 00 1(Ml) ( heck n I u kc U', dcir c" I drcnhc I I) 30 Pi n i I ,hij ClOWn for k?ii-iIp Wi. I ( Oil I flUt ===== I J. I 4 p f'i with p1 H) I ... . . ......................0 P.Lint 4I:!.chudowfl •h' ic: 7•, ,f M:L.x En . i.t-s.;:i.i.o. Wh I ( h iy h cii ppc d by 4 p ti 3 40 0 (ci I I i ON) [) I ciii 1 1 .x c' 1/i.' I on D( 1I I lIP II I UIE( I (JI N AME 1/!I, 19 Ij.t h I yati1 I . 1(I< II I I IIR I AK II 01 I iR IñK II DI I o I 0 (i'l ( () 777 77 .-.-..-----. --- - ==-= - . --.-.---.--.-------.--.=--------.-.-- ....--.----.-. - - -- .....---..- --.-..'.-.---------------- ---- - ---......--...----..-- --.-----..---.- _ --.--.-.. - -----.,. ---. ---------.- -.-.-. -------------------------------------------------------------------------------------.- II I INC I NLIN1::'[- R' S(iN DII 1,1)