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HomeMy WebLinkAbout3166; PALOMAR AIRPORT RD; PHYSICAL PROPERTIES OF AGGREGATES; 1994-06-23LAW/çFAALL, INC. 9177 SKY PARK COURT 3I(e(9 SAN DIEGO, CA. 92123 (619) 278-36JO E D PHYSICAL PROPERTIES OF AGGREGATES , ilzi AnPMLA. PROJECT: City of Carlsbad LAB NO.: 4244 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Road, Sta 208+25 SAMPLED BY: G. Goodman DATE: 6-23-94 to 209+00 par SUBMITTED BY: G. Goodman DATE: 6-23-94 TYPE: Class II aggregate base AUTHORIZED BY: T. Alcala DATE: 6-23-94 SOURCE: Southcoast REVIEWED BY: L. Collins REPORT DATE:6-30-94 MIX: Sieve Size - lAccurnulativel- % Passing Specification Caltrans Sect. 26 Test Result [ Specification Test STD Fineness Modulus - C125 4" Dry Rodded Unit Weight, pcf C29 3" Lightweight Pieces, % C123 2-1/2" Clay Lumps and Friable Particles C142 1-1/2" Organic Impurities C40 1-1/8" Sand Equivalent Value 41 25 mm. C2419 1" 100 100 Resistance to Abrasion % Wear, rev. C131 Grading 3/4" 96 90-100 % Wear, 500 rev. 1/2" 74 %Wear, rev. C535 Grading 3/8" 69 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. C235 No. 4 47 35-60 Fractured Faces,% by Wt. / Cnt. 8 33 Liquid Limit / Plasticity Index D4318 10 Cleanness Value Calif. 227 16 23 30 .7 10-30 Moisture Density Relations Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 0AASHTOT180 40 Optimum Moisture,°, 50 17 Method 100 10 Specific Gravy ASTMC11 Absorption, % 0C127 DC128 Bulk (Dry) Bulk (SSD) Finer than 200 8 2-9 Apparent DISTRIBUTION: City of Carlsbad / D. / lUED BY:Z/4/ v /0 ,./ Jar Copley, RO1522 / 7 Se r Engineer / LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: City of Carlsbad LAB NO.: 4228 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Road, Sta 208+25 SAMPLED BY: G. Goodman DATE: 6-23-94 to 209+00 par SUBMITTED BY: G. Goodman DATE: 6-23-94 TYPE: Class II aggregate base AUTHORIZED BY: T. Alcala DATE: 6-23-94 SOURCE: Southcoast REVIEWED BY: L. Collins REPORT DATE:6-30-94 MIX: Sieve Size_[ % Passing I Specification Sect. 26 Accumulative 1.Caltrans Test Result Specification [ Test STD Fineness Modulus C125 4" Dry Rodded Unit Weight, pcf C29 3" Lightweight Pieces, % C123 2-1/2" Clay Lumps and Friable Particles C142 1-1/2' Organic Impurities C40 1-1/8" Sand Equivalent Value 41 25 mm. C2419 1" 100 100 Resistance to Abrasion %Wear, rev. C131 Grading 3/4" 96 90-100 %Wear, 500 rev. 1/2" 74 %Wear, rev. C535 Ga6ing 3/8" 69 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. C235 No. 4 47 35-60 Fractured Faces,% by Wt. / Cnt. 8 33 Liquid Limit / Plasticity Index D4318 10 Cleanness Value Calif. 227 16 23 30 17 10-30 Moisture Density Relations . Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 0AASHTOT180 40 Optimum Moisture,°i 50 17 Method 100 10 Specific Gravy Absorption, % 0C127 0 C 128 Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC1 1' 8 2-9 Apparent DISTRIBUTION: City of Carlsbad / D. Cook SUBMITTED BY: Ja QEl2/ Engineer 9177 SKY PA LAW/CRANDALL,SAN I IEG liT I PROJECT: City of Carlsbad LAB NO.: 4203 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Road, Sta. 79+00 SAMPLED BY: C. Abalos DATE: 6-16-94 SUBMITTED BY:C. Abalos DATE: 6-16-94 TYPE: Class II aggregate base AUTHORIZED BY: D. Cook DATE: 6-16-94 SOURCE: Southcoast REVIEWED BY: L. Collins REPORT DATE:6-20-94 MIX: Sieve Size % Passing I Accumulative Specification Sect. 26 Caltrans... Test Result Specification [Test STD Fineness Modulus .-.-- - C125 - 4" Dry Rodded Unit Weight, pcf C29 3" Lightweight Pieces, % S C123 2-1/2" Clay Lumps and Friable Particles C142 1-1/2" Organic Impurities C40 1-1/8" Sand Equivalent Value 35 25 mm. C2419 1" 100 100 Resistance to Abrasion % Wear, rev. C131 Grading 3/4" 96 90-100 % Wear, 500 rev. 1/2" 74 %Wear, rev. C535 Grading 3/8" 67 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. C235 No.4 52 35-60 Fractured Faces,% by Wt. /Cnt. 8 37 Liquid Limit / Plasticity Index D4318 10 Cleanness Value Calif. 227 16 27 R - Value 30 20 10-30 Moisture Density Relations I Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 13AASHTOT180 40 Optimum Moisture,°i 50 15 Method 100 11 Specific Gravity Absorption, 0C127 0C128 Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC11 8.8 2-9 Apparent DISTRIBUTION: City of Carlsbad / D. Cook SUBMITTED BY pley Seni James orineer LAW/CRANDALL, INC 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: City of Carlsbad LAB NO.: 4199 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Road, Sta. 168+00 SAMPLED BY: C. Abalos DATE: 6-15-94 W.B. par SUBMITTED BY:C. Abalos DATE: 6-15-94 TYPE: Class II aggregate base AUTHORIZED BY: T. Alcala DATE: 6-15-94 SOURCE: Southcoast REVIEWED BY: L. Collins REPORT DATE:6-16-94 MIX: Sieve Size % Passing Accumulative Specification Sect. 26 CaRrans Test [ Result Specification Test STD Fineness Modulus -. C125 4" Dry Rodded Unit Weight, pcf C29 3" Lightweight Pieces, % C123 2-1/2" Clay Lumps and Friable Particles C142 1-1/2" Organic Impurities C40 1-1/8" Sand Equivalent Value 35 25 mm. - C2419 1" 100 100 Resistance to to %Wear, rev. C131 Grading 3/4" 97 90-100 %Wear, 500 rev. 1/2" 77 ______ %Wear, rev. C535 Grading 3/8" 70 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. C235 No. 4 56 35-60 Fractured Faces,% by Wt. / Cnt. 8 40 Liquid Limit/Plasticity Index S D4318 10 Cleanness Value Calif. 227 16 29 R - Value 30 22 10-30 Moistur Density Relations Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 13AASHTOT180 40 Optimum Moisture,° 50 16 Method 100 13 Specific Gravity Absorption, % 0C127 0C128 Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC1 1' 10,- 2-9 Apparent DISTRIBUTION: City of Carlsbad / D. Cook SUBMITTED B cmm~ i t o f e~~ Carlsbad' F, A X, TRANSMITTAL NUMBER OF PAGES BEING TRANSMITTED / (INCLUDING FAX TRANSMITTAL) TiE SENT: .(I TO: Z, 7-1#( agzW R.0 M:_____________ COiPNY OR DEPARTMENT: DEPT:______________ PHONE : _2-793C PHONE #: 619)438-1161ext. F A X : Z7I-53x FAX #: (619)438-0894. SPECIAL INSTRUCTIONS: .' I -'--- - - '- f 1 '•1'" of--Z-P-X - A - % I V '-- LAW/CALL, INC. i 9eoIechcal, nvironmcnta1 & construction mada1s con3ultants. FAX TRANSMITTAL F&Y Kin -- - - 4_15's f2q4 - SUBJECT. -- NO. OFES (including cover) 2- COMMENTS : IF YOU 00 NOT RECEIVE ALL PAGES INDICATED, PLEASE CONTACT____ T(619) 278-3600 9177 SKY PARK COURT, SAN DIEGO, CALIFORNIA 92123, TEL (6191278-3600, FAX (619) 278.5300 7 .-i •HT '4(kII1 MI.fl I1t?:t1T t7s;, F;o MflC 10037 BARNES CYN. RD. STE. A LAW/CRANDALL, INC. SAN DIEGO, CA. 92121 (819) 458-9379 PHYSICAL PROPERTIES OF AgGRLgATEQ Job No. . Lab No.. -- po Date Of Re rt Project / r -- Location .. Sampled By (. Date__________ Type of Aggregate (2_cSi _tt'_- - Submitted By._..-.. Date ... Source of Aggregate _ M_-_Authorized By Date Sieve size SpecificAccurnulative ation -- ___Test - Result Specification Teat BID Fineness Modulus . 0125 40 Dry Podded Unit Weight,pcf - 029: 3 Lightweight Pieces, %. - 0123 2 - Clay Lumps andFriableParticles 0142 1-1/2 _________ -- Organic Impurities - 040 1.1/8N _________ - Sand Equivalent Value -- 4'i ZZj4 02419 Poo I ) Resistance to Abrasion % Wear,rev. -- _______ 01 31 Grading _. 17 or % Wear, 500 rev. 1/2 17.. __________ % Wear, rev. C535 Grading 3/8_- - -- ear, 1000 rev. - 1/4 ScratchHardness% byWt./ Crtt. / / C235 No. 4 4J 35_ Fractured Faces% by M. / Cnt. 8 - -- Liquid Limit / Plasticity Index --/ / D4318 -10 . . CleannessValue -- Callf.227 18 ZA 30 Moisture - .Density Optimum Max. Dry Derislty1ptc M D1667 D:MSHTO 199 C3 AASHTOT180 40 MoIstureRelations, _______ 50 - Method 100 . . Specific Gravity ..Apparent Absorption,%• C127 OC128 Bulk (Dry) ________ Bulk(SSD) Finerthan ASTMC11 .-- 200 7.7 . . Copies to: REVIEWED BY 1. _- DATE: L_ - -. 00 SUBMITTED BY: _L. DATE:____________ fldT I 1HH•Ji M-41 ,flJ$- .(T +-C cn tin, LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 fl.... . ........... ., - - . ..- .0, PHYSICAL PROPERTIES OF AGGREGATES PROJECT: City of Carlsbad LAB NO.: 4189 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Road, Sta. 202+50 SAMPLED BY: C. Abalos DATE: 6-8-94 W.B. par SUBMITTED BY:C. Abalos DATE: 6-8-94 TYPE: Class II aggregate base AUTHORIZED BY: T. Alcala DATE: 6-8-94 SOURCE: Southcoast REVIEWED BY: L. Collins REPORT DATE:6-9-94 MIX: Sieve Size [ % Passing Accumulative Specification Caltrans Sect. 26 Test -T Result Specification [ Test STD Fineness Modulus C125 4" Dry Rodded Unit Weight, pcf . .. C29 3" Lightweight Pieces, % 0123 2-1/2" . Clay Lumps and Friable Particles C142 1-1/2" . Organic Impurities C40 1-1/8" Sand Equivalent Value 49 25 mm. C2419 1"1 100 100 . Resistance to Abrasion %Wear, rev. 0131 Grading 3/4" 97 90-100 % Wear, 500 rev. 1/2" 72 %Wear, rev. . 0535 Grading 3/8" 64 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. C235 No. 4 49 35-60 Fractured Faces,% by Wt. / Cnt. 8 35 Liquid Limit / Plasticity Index D4318 10 Cleanness Value. Calif. 227 16 24 R - Value .. 81 . 78 30 18 10-30 Moisture, Density - Relations - Ma. Dry -Deñsity,pfc 0 D698 0 D1557 AASHTO T99 0AASHTOT180 40 Optimum Moisture,°i 50 13 ----- Method . 0 10-0 10 Specific Gravy Absorption, % 0C127 0C128 Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC11 7.7 . 2-9 Apparent DISTRIBUTION: City of Carlsbad / D. Cook SUBMITTED BY: ze-~ Ja s Copley, 4RQE4~,"22/ ,ior Engineer 9177 SKY PARK COURT I(I4 LAW/CRANDALL, INC. - SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: Palomar Airport Road LAB NO.: 3987 JOB NO.: 2406.20075.0001 LOCATION: East bound palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 4-4-94 @ Sta. 189+00 to 190+00 SUBMITTED BY: C. Abalos DATE: 4-4-94 TYPE: Class II AB AUTHORIZED BY: D. Cook DATE: 4-4-94 SOURCE: South Coast materials / San Marcos REVIEWED BY: L. Collins REPORT DATE: 4-5-94 MIX: Sieve Size - % Passing Accumulative Specification Sect. 26 26-1.02A Caltrans -7 Test _________ Result Result [Specification [ Test STD - Fineness Modulus -- C125 4' Dry Rodded Unit Weight, pcf C29 3" Lightweight Pieces, % C123' 2" Clay Lumps and Friable Particles Cl 42 1-1/2" Oganic Impurities C40 1-1/8" Sand Equivalent Value 32 25 min C2419 1" 100 100 Resistance to Abrasion %Wear, rev. C131 Grading 97 90-100 %Wear, 500 rev. - 1/2" 68 ______ %Wear, rev. C535 Grading 3/8" 60 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. / I C235 No. 4 49 35-60 Fractured Faces,% by Wt. / Cnt. 8 35 Liquid Limit / Plasticity Index / / D4318 10 Cleanness Value Calif. 227 16 25 R - Value 30 19 10-30 Moisture Density Relations Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 13AASHTOT180 40 Optimum Moisture,°i 50 14 Method 100 10 Specific Gravy Absorption, % 0C127 0C128 . Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC11 9 2-9 Apparent DISTRIBUTION: City of Carlsbad / D. Cook 4/00 4 1. SUBMITTED BY: Se or Engineer E':xEROX TELECOPIER 7010 r18-4 10:47-AM ;619 458 0.541 - .-MAR 18 '94 10:46M LAN CRANDALL, INC. - - 6194380894; 1 / P.1, 7 . ,\ LAW/CRANDALL, INC. i geotethnical environmental & construction materials consultants FAX TRANSMITTAL TO FAX NO. PROJECT t-L . PROJECT NO. SECT 4j NO. OF PAGES (including cover) 3 COMMENTS Sc.C.r-,+ , - rA ) e_ so. C j4. i IF YOU DO NOT RECEIVE ALL PAGES INDICATED, PLASE CONTACT ._-- - . AT (16191 276-3600 9177 SKY PARK COURT, SAN'DIEGO CALIFORNIA 92123, TEL (619) 278-3500, FAX (619) 2785300 RCV 5y:XEROX TELECOPIER 7010 3-18-94 10:44M ;619 458 0541 - 5194380894; 2 MAR 18 '94 10:45AM LAW CRANDALL, INC. P.2 ILAW1CRANDALL7 INC - 3/f? 9I77 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-36GO PHYSICAL PRO 98TIES OF AGGREGATE PROJECT (7AL 4.a4l(.. LAB NO i JOB NO.: Z '44 LOCATIN:h/OM , J SAMPLED BY: DATE: ,3 /ih 54. /QD SLJBMITTEDBY: DATE: yt'f TYPE: cleus .r AUTHORIZED BY; . DATE: J/,i/c,i SOURCE: JNIygoCk, REVIEWED BY: L. COLUNS REPORT DATE: specification Test LTD VG SIZG MIX: Sie Specification Test EReutt[ Accumufative (kv ç j_ Fineness Modulus __________ 0125 4" Dry Rodded Unit Weight, pcI 029 3' Lightweight Pieces, % C123 10-10 Clay Lumps and Friable Particles -. C142 - 1- Organic impurities -- C40 Sand Equivalent Value 4 C2419 Ci 31 Grading 1" % Wear, - rev. Resistance Wear, 500 rev. to - Abrasion %Wear, rev. . C535 Grading 3/8 ,1 - - - % Wear, 1000 rev. 1/4" Scratch Hardness,%by Wt. / Crt. - - I C235 No.4 OC7c Fractured Faces,% by Wt. /Cnt. 8 - Liquid Limit / Plasticity Index / I 04318 10 - Cleanness Value - Calif. 227 16 -. R- /L 30 Moisture Max. Dry Density,pC 133 0 0698 .01557 40 Density -'-- Relations Optimum Molsture 01 - Method . D AASHTO T99 12 AASHTOT180 50 2I 100 - Absorption, e/ -. Specific Bulk (Dry) Gravity Bulk (SSD) -- C127 0 C128 Finer than 9 Apparent 200 ASTMC11 DISTRIBUTiON: SUBMITTED BY:_______________________________ ROE 1522 James Copley - Senior Engineer RCV 3Y:XEROX TELECOPIER 7810 3-18-94 10:44M ;619 458 0541 6194380894; 3 MAR 18 '94 10:47AM LAN CRANDALL, INC.,' 1 P VLt 5f(1 9177 SKY PARK COURT INC. - SAN DIEGO, CA. 92123 (619) 278-360 PHYSICAL PROP ETIS OF. AGGJREGTES PROJECT: ?LoA '1'- ZAP .,--,-,- LAB NO,: 3,9 1 t6 - JOB NO.:zta7si LOCATION: SAMPLED BY: f', DATE: I4 SUBMITTED BY: 1,0. Fztç DATE: TYPE: AUTHORIZED BY: -- DATE: - SOURCE: / s. ,t. REVIEWED BY: L: COLLINS REPORT DATE: MIX: Sieve Size Accumulative -'Pecilloation Test = i Result SpeccatlorI Tsai STD Fineness Modulus 0125 4 - Dry Rodded Unit Weight, pct 029 3" 3/' Lightweight Pieces. % C12$ 2" Clay Lumps and Friable Particles C142 - Organic Impurities -- 040 - Sand Equivalent Value 02419 1 - %Wear, rev. 0131 - - 3/4" q 3 -. ioo Resistance % Wean 500 rev. Grading '1/2" '7 Abrasion rev. 0535 Grading 3/8" % Wear, 1 000 rev. 1/4" - Scratch I-lardnesS,%by Wt. / Cm. I / C235 No. 4 43 Fractured Faces,% by Wt. ICnt, 8 - Liquid Limit / Plasticity Index / / ,04318 10 Cleanness Value Calif. 227 16 - 30 I°-3 Moisture Max. Dry Density,pfc 0 0698 40 Density Optimum Moisture,°i 01557 AASHTO T99 - 50 - -- Relations Method -- AAS1-ITQ T160 -- 100 - - Absorption, % Specific Bulk (Dry) -- Gravity Ci27 Bulk (SSD) Finer than - Apparent - DC125 200 ASTMC11 _____________ ________________ DISTRIBUTION; £P - r(C.h 1 4 SUBMITTED BY:__________________________ James Copley, ROE 1522 ( L1/ 't). C°' Senior Engineer 9177 SKY PARK COURT LAW/CRANDALL, INC. SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: Palomar Airport Road LAB NO.: 3918 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @ SAMPLED BY: P. Harris DATE: 3-17-94 Sta. 184+00 to 184+50 SUBMITTED BY: P. Harris DATE: 3-17-94 TYPE: Class II AB AUTHORIZED BY: D. Cook DATE: 3-17-94 SOURCE: South Coast materials / San Marcos REVIEWED BY: L. Collins REPORT DATE: 3-18-94 MIX: Sieve Size % Passing Accumulative Specification Cajtrans Sect. 26 3/4" max Test -- Result Specification I Test STD Fineness Modulus C125 4" Dry Rodded Unit Weight, pcf C29 3" Lightweight Pieces, % C123 2" Clay Lumps and Friable Particles C142 1-1/2" organic Impurities C40 1-1/8" Sand Equivalent Value 24* 25 min C2419 1" 100 100 Resistance to Abrasion %Wear, rev. C131 Grading 3/4" 98 90-100 %Wear, 500 rev. 1/2" 78 %Wear, rev. C535 Grading 3/8" 69 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. / / C235 No. 4 43 35-60 Fractured Faces,% by Wt. / Cnt. 8 32 Liquid Limit / Plasticity Index / / D4318 10 Cleanness Value Calif. 227 16 25 R - Value 78 78 min. 30 20 10-30 Moisture Density Relations Max. Dry Density,pfc _____ 0 D698 0 D1557 0 AASHTO T99 0 AASHTO T180 40 Optimum Moisture, 50 16 Method 100 13 Specific Gravity ASTMC11 Absorption, °/ 0 0C127 0C128 Bulk (Dry) Bulk (SSD) Finer than 200 11* 2-9 Apparent Denotes deviation from specified limits, SE was tested twice to confirm results, material did not meet contract requirements. DISTRIBUTION: City of Carlsbad / D. Cook SUBMITTED 70nior "4 '41 __ Enginee AT (61 91278-00 RCL) 3y:xEOx TELECOPIER 701O; 3-14-94 10:43M 71MIM5&O541 - 6194380894; I MAP 14 '94 10 45AM LAN CPANDPLLI4 INC '' P.1 * - -- / i\ LAW/CRANDALL, INC. • geotechnical environmental & consrucUon materials consuItzits FAX TRANSMITTAL COMMENTS 17 . / ,.I If .1 / 1- j I ., ---.4 / .1 • 9177 SKY PARK COURT, SAN DIEGO, CALIFORNIA 92123, TEL (6191 278-300, FAX 16191 278-6300 w! SY:XEROx TELECOPIER 7010 3-14-94 10:44ciM ;619 458 8541 - 5194380894; 2 MAR 14 194 10:46AM LAW CRA . .. L-; INC.9177 4LAW/CRANDALLHNC& SKY PARK COURT P.2 SAN DIEGO, CA. 92123 (619) 278-3600 P?SIQAL PRPPET1ES OF. GGREGAThS PROJECT: fLo #4rn LAB NO JOB NO .YP$o/ LOCATION: it z, SAMPLED BY: DATE: 3/,1.ft SuBMIrrD BY: DATE: TYPE: -- AIJThORIZD !' iAici— DATE: SOURCE: REVIEWED BY: L. COLLINS REPORT DATELØ9/fy MIX: SIVeSQ % Accumulative Passing Specification Test Result Specification [Test STD Fineness Modulus C125 4" Dry Podded Unit Weight, pcf C29 3" Lightweight Pieces, % 0123 Clay Lumps and Friable Particles C142 1-1/2 Organic Impurities C40 Sand Equivalent Value /5 02419 too %Wear, rev. C131 - _ q' £10 - Resistance % Wear, 500 rev. - Grading 1/2" to Abrasion %Wear, rev. C535 Grading % Wear, 1000 rev. 318" .7/ - 1/4" Scratch Hardness,% by Wt. / Cnt. - / / C235 No. 4 5_I S - Fractured Faces,% by Wt. I Cm. - 8 '1/ Liquid Limit Plasticity Index -. I / D4318 1 0 Cleanness Value Calif. 227 16 3 - - __________ 1'••. 1' 30 7.7 - _ o Moisture Max. Dry DensIty,pfc 00698 40 Density Optimum Moisture,°P -- - 01557 AASHTO T99 50 - Relations Methoo -. AASHTO 1160 tOO Absorption, % - - Specific Bulk (Dry) Q Cl 27 Gravity Bulk (SSD) .... Finer than 200 Iq .- Apparent DC128 ASTMC11 DISTRIBU11ON: 4dIO _-i QCoo I James . - cr:Y:QE 1522 Senior 9177 SKY PARK COURT LAW/CRANDALL, INC. SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: City of Carlsbad LAB NO.: 3436 JOB NO.: 2406.20075.0001 LOCATION: El Camino Real @ Sta. 110+00 to SAMPLED BY: P. Harris DATE: 12-07-93 122+50, Windrow SUBMITTED BY:P. Harris DATE: 12-07-93 TYPE: CL 11 Aggregate base AUTHORIZED BY: D. Cook DATE: 12-07-93 SOURCE: Southcoast / San Marcos REVIEWED BY: L. Collins REPORT DATE: 12-07-93 MIX: Sieve Size % Passing Accumulative Specification Carlsbad Specs. Test [ Result Specification Test STD Fineness Modulus C125 4" Dry Rodded Unit Weight, pcf C29 3" Lightweight Pieces, % C123 2" Clay Lumps and Friable Particles C142 1-1/2" Organic Impurities C40 1-1/8" Sand Equivalent Value 26 22 mm. C2419 1' 100 1 0 0 Resistance to Abrasion . % Wear, rev. C131 Grading 3/4" . 98 90 -100 % Wear, 500 rev. 1/2" 85 %Wear, rev. C535 Grading 3/8" 72 . % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. / / C235 No. 4 54 35 -65 Fractured Faces,% by Wt. / Cnt. 8 42 Liquid Limit! Plasticity Index / / D4318 10 Cleanness Value Calif. 227 16 32 30 25 10-30 Moisture Density Relations Max. Dry Density ,pfc 0 D698 0 D1557 0 AASHTO T99 0 AASHTO T180 40 Optimum ivloisture,°i 50 20 Method 100 1 7 Specific Gravity Absorption, % 0C127 Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC11 14 2-15 Apparent 13C128 DISTRIBUTION: - SUBMITTED BY: City of Carlsbad! D. Cook / Engineer A42' ( Leoc 6Z RCL) 'BY :XEROX TELECOFIER 7010 JIiJ 7 33c.M 455 0541 4 6194:34 1 MAR 10 '94 E17:35AM LAN CRANDALL, INC. P.1 A LA\V/CAL.L, INC. )thflic•a1, envirOnMdrital & ec,nrction materials consultants FAX TRANSMITTAL - - TO FAX NO. MWL,) PROJECT NO, 700f SUBJECT -2- vç4- - NO, OF PAGES flncIudinQcerj, COMMENTS +d A ' Io11 (- -5 Lt, )2e(k Lj7 3/'3J T Z 1~14 ia 1tJ o AL1 F YOU DO NOT RECEIVE ALL PAGES INDICATED, PLEASE CONTACT T (619) 278-3600 9177 SKY PARK COURT, SAN DIEGO, CALIFORNIA 92123, TEL (619) 276•300, FAX (619) 218-5300 I RCV EFOX TELECOPiE ''OlO -10-9.4 " 3Pii 61 -: ou -, 6194738089 4;# MRP 10 '4 07:35Arl LAW CFflNDPLL 9177 SKY PARK COURT LAW/CRANDALL, INC. S SAN DIEGO, CA. 92123 (619) 278-3600 PROJECT: City of Carlsbad LAB NO.: 3428 JOB NO.: 2406.20075.0001 LOCATION, EI Camino Real @ Sta. 333+75 to SAMPLED BY: G. Goodman DATE:i 2-06-93 334+50 - SUBMITTED BY: G. Goodman DATE: 12-06-93 TYPE: Class II AB AUTHORIZED BY: 0. Cook/I. Alcala DATE: 12-06-93 SOURCE: Southcoast REVIEWED BY: L. Collins REPORT DATE: 12-16-93 MIX: - ----r Sieve Size • % pass ing Accumulative - r - _____ Specification City of 6. Carlsbad '' ------. Test . -w- Result .... - . Specification TestSi-D Fineness Modulus -. - C125 -'" Dry Rodded Unit Weight, pof 3" Lightweight Pieces, % 0123 2" . Clay Lumps and Friable Particles 0142 1-1/2' Organic Impurities . C40 Sane Equivalent Value 22 22 min. 02419 1" 100 100 Resistance Abrasion -. %Wear, rev, 0131 Grading 3/4" 90-100 % Wear, 500 rev. - 112" 91 %Wear. rev, to 0535 Grading 3/8' 81 % Wear, 1 000 rev. 114" - Scratch Hardness,% by WI. I Cnt. / / 0235 No.4 35-65 Fractured Faces% by WI. / Ont. 8 50 Liquid Limit /Plasticity index - !/ D4$18 10 Durability C/F 8Z/50 40 Calif. 227 16 40' R - VaUe 52 80 30 3 2 * 1 0- 30 Moisture Density Relations Max, Dry Densily,plc 1 3 7 0 D698 D1557 CJ AASHTO T99 0 AASHTO T180 40 Optimum Moisture) -- -;0 6 50 25 Method c 100 21 -. Specific Gravit — Absorption, % 0C127 DCI 26 Bulk (Dry) .- _______ Bulk (SSD) Finer than 200 ASTMC11 18" 5- 2-15 Apparent . * Denotes deviation from specified limits NOTE: Specification limits for gradation and sand equivalent expanded by City of Carlsbad DISTRIBUTION: City of Carlsbad! D. Cook SUBMITTED BY: Copley, ROE 15 Engineer RC Y:XEROX TELECOPIER 7010 3-10-54 7:34M ;615 455 0541 -? E430594 3 MAR 10 '94 07:36AM LAW CRANDAILY iNj"I'r" 977 SKY PARK COURT /Af L4W/CRANDALL SAN DIEGO, CA. 92123 (619) 278-3800 LAB NO JOB PROJECT: LAS AIG/ - NO.:V1/o LOCATION: SAMPLED BY: . -. SUBMfl1E09Y: D ATE: AUTHORIZED BY: DATE: SOURCE: $ REVIEWED BY: L. COLLINS REPORT DATE: Ap MIX: siay. Size 1 Accumulative, Specification Test [_ Result [ Specifiation Toot STO Fineness Modulus 4" Dry Podded Unit Weight, pcf C29 V V Lightweight Pieces, % C123 Clay Lumps and Friable Particles C142 Organic impurities 1-1/2k C40 Sand Equivalent Value 2.2- C2419 % Wear, rev. C131 Grading -rev, 3/4" Resistance % Wear, 500 - C535 Grading to 1/2" ______ Abrasion ~ Wear, rev. 3/8" 6/6 Wear, V900 rev. 1/4" - Scratch Hardness,% by Wt. / Cnt. - "• Fractured Facss,%by Wt. iCnt. _N°.4 - 8 L. Liquid Limit / Plasticity index / .1 / 04318 V 1 0 Cleanness Value . . .-. - - Calif. 227 -- 18 - 5 - d Moisture Max, Dry oenslty,pfc _30 -. Density 01557 40 Optimum Moisture. ___________ AASHTO T99 Relations -._. 50 - Method V - IZI -. AASHTO T180 100 - Absorption, % — Specific Bulk (Dry) Gravity V VVV Cl 27 VV_ VV• Bulk ($50) 13 Finer than Apparent - C128 200 Il ASTMC11 DISTRIBUTION: 4 oe,0 4f,d SUBMiTT James Copley, ROE 1522 — Senior Engineer RCL. BY:xEROX TELECOPIER 7010 -l3-9 3:44PM ;619 455 0541 - 5194380894; 1• 13 '5 3:46pM LAN CRANDALL, INC. P.1 LA'VV/CRANDALL, INC. • ea technical, environmental & construction materials consultants FAX TRANSMITTAL Tr -- FAX NO. OFFICE NO PROJECT PROJECT NO, . •. SUBJECT t - NO. OF PAGES .{includ.ing cover) COMMENTS - •v .12, /0~ IF YOU DO NOT RECEIVE ALL PAGES INDICATEO, PLEASE CONTACT tJ' AT(619)278-3600 ... 9177 SKY PARK COURT, SAN OIEGO, CALIFORNIA 92123, TEL (619) 278-3600, FAX 6 19 278-5300 -. .. . .- 41 41, Ij - tf' I : Rc' £Ec0PIER 7010 12-13-93 344PM 619 45E 0541 - 6194380894 2 93 03:47PM LAN CRANDALL, INC. P.2 I/CRANDALL, INC. '' -'••- •• SAN DIEGO, CA. 92121 (619) 45.9379 EL I - L_L.i. - - - --1- •. PHYSICAL PROPRTES OF AGGREGATES . PROJECT______i/1 ( LAB NO.: - JOB NO__ ri LOCATN g:_ SOURCE: y4-It4 r, mix: % Passing _________ Sieve Size Specification Accumulativel Test FtesuI [Specification Test STD Fineness Modulus 4' _i _ Dry Rodded Unit Weight, pcf - -- C29 -- _. _ Lightweight Pieces, % C123 2 Clay Lumps and Friable Particles -- - C142 Organic Impurities -.-. C40 Sand Equivalent Value - C2419 1 loo /00 Resistance to Abrasion -100 % Wear,rev. 0131 Grading 3f4' % Wear, 500 rev. 1/2 %Wear, rev, 0535 Grading 318" % Wear, 1000 rev. 1/4 ScratchHardness,%byWt. / Crit. 0235 r'40.4 - 35 - Fractured Face,%byWt. / Crit. -. 8 .. Liquid Limit / Plasticity Index .. ./_______________-----..,L.., 04318 10 CnecY1ue (J(4j ('h c/p. - ___i4-._. Calif. 227 16 1VT_ 30 ~2- ID Moisture Density Relations Max. Dry Densrtytc -----O69 '1557 AASHTO 799 AASHTOTi 80 -- 40 - . OptimumMO(StUCf,d _________ 50 -- . Method 100 '2 - Specific Gravity ASTMC1I Absorption, % DC127 ca C128 - . Bulk (Dry) Bulk (SSD) Finer than 200 . , pp en Apparent __________________________________________________________________________________________________ DISTRIBUTION; 5I #fla) ti'.iu SUBMITTED OeV1*, '?t ye, p Ja(T1eS Copley, POE 1522 Senior Engineer - . - lJO1 (r( Ikj Loij (&V4LjL.., r(HJk L1\, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PROJECT: City of Carlsbad LAB NO.: 3428 JOB NO.: 2406.20075.0001 LOCATION: El Camino Real @ Sta. 333+75 to SAMPLED BY: G. Goodman DATE:12-06-93 334+50 SUBMITTED BY: G. Goodman DATE: 12-06-93 TYPE: Class II AB AUTHORIZED BY: D. Cook/I. Alcala DATE: 12-06-93 SOURCE: Southcoast REVIEWED BY: L. Collins REPORT DATE: 12-16-93 MIX: Sieve Size % Passing Accumulative Specification City of Carlsbad - Test Result Specification Test STD Fineness Modulus C125 4" Dry Rodded Unit Weight, pc C29 3" Lightweight Pieces, % C123 2" Clay Lumps and Friable Particles C142 1-1/2" Organic Impurities . C40 1-1/8" Sand Equivalent Value 22 22 mm. C2419 1" 1 0 0 100 Resistance - to Abrasion - % Wear, rev. C131 Grading 3/4" 99 90-100 % Wear, 500 rev. 1/2" . 91 - - %Wear, .rev. , C535 Grading 3/8' 8 1 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. / / C235 No. 4 59 35 -65 Fractured Faces,% by Wt. / Cnt. 8 50 Liquid Limit / Plasticity Index / / D4318 10 Durability C/F 82/50 40 Calif. 227 16 40 R - Vakje 52 80 30 3 2 * 1 0- 30 Moisture Density Relations Max. Dry Density,pfc 137 0 D698 D1557 0 AASHTO T99 0AASHTOT180 40 Optimum Moisture,° 6 50 25 Method C 100 21 Specific Gravity Absorption, / 0 0C127 0C128 Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC11 18* 2-15 Apparent Denotes deviation from specified limits NOTE: Specification -limits for gra 1 and sand.e), lentèxpded by City of Carlsbad DISTRIBUTI_ City fCatisb°ad/D.Cook BMITTED BY: r Engineer -'eOe 6Z '8%t RclIc3y:xEROx TELECOPIER 7010 T-2't 4:42PM ;619 450 0541 4 5194380694; 1 ' NOV 23 '93 04:45PM LAW CRANDALL, INC. P.1 IAW/CRANDALL, INC. — . EeoIc v1oftmtrn&& conucuon mata conuhun FAX TRANSMITTAL IF YOU DO NOT RECEIVE ALL PAGES INDICATED, PLEASE -- at (619) 458.9379 10037 BARNES CANYON RD. SAN DIEGO CALIFORNIA 9212 TEL(619)458.979 FAX (69) 45-0541 1. cc sy:xEOx TELECOPIER 7010 :11-23-93 4:44PM :619 459 0541 - 6194380894;P 4 NOV 23 '93 4:47pM LAN CRANDALL, INC. P.4 .' _tAW/CRANDALL, I . N10.1i t SAN DIEGO, CA, 92i21 (619)458-9379 PHYSICAL-PROPERTIES OF AGGjEATEg / PROJECT: City of Carlsbad . LAB NO.: 3380 JOB NO.: 2406.20075:9001 LOCATION: El Camino Real -. - - SAMPLED BY: G. Goodman DATE: 11-22-93 @ Sta. 335+00 to Sta. 336+00 - Windrow SUBMITTED BY: G. Goodman DATE:1 1 22-93 TYPE: Base Course, CLII dt~AUTHORIZED BY: T. Alcola DATE: 11-22-93 - SOURCE: South Coast / San Marcos REVIEWED BY: L. Collins REPORT DATE: 11-23-93 MIX: Slave Size -- - _çmulative % assin fspeci ati n1 CLIIAB Sect. 26-1.02A Test - _________ Sp on CLIIAB Sect 26-1.02 - Test STD - C125 Fineness Modulus 4 Dry Rodded Unit Weight, pcf . 029 - 3' . Lightweight Pieces, % C123 2' -- Clay Lumps and Friable PMicles 0142 Organic Impurities -- C40 Sand Equivalent Value 23 25 ,, 02419 1." 1 00 100 . Resistance to Abrasion . % Wear, rev. Cl 31 Grading 3/4 - ' 901 0 0 % Wear, 500 re -, -. . 1/2" 87 . % Wear, rev. . . . C535 Grading . -. 3/8".. 7 7 % Wear, 1000 rev. . 1/4' - Scratch Hardness,% by Wt /Cnt / / No. 4 -57 35.65 Fractured Faces,% by Wt, / Ont. 8 47 - Liquid Limit! Plasticity Index 1 / D4318 10 Cleanness Value • Calif. 227 16 37 30 • . 29 . • 1 0- 30 Moisture Density Relations -' Max. Dry Denslty,pfc 0698 DDi557 D AASHTO T99 AASHTO Ti 80 40 • . Optfmum Moisture,' . . •• _50 • 22 Method - .. • 100 . .1 8 ' Specific G 'Gravity . . Absorption,.% . • QC 127. ': D 0128 Bulk (Dry) Bulk(SSD) - . Finer than 200 ASTMC11 15 .• 2-9 , Apparent - -- . .• . . DISTRIBUTION: . . SUBMITTED BY: ROE 1522 James Copley, Senior Engineer ;t '7 i RC - Y:XEROX TELECOPIER 7O1 :li-23--93' t) 4:4:3P11 ;619 459 i541 NOV 23 '93 04:45PM LAN CRANDALL/ INC. LAW/CRANDALL, INC. - 6194380694; 2 P.2 10037 BARNES CYN, RD. STE. A SAN DIEGO, CA. 92121 (619) 458-9379 PROJECT: City of Carlsbad LAB NO.: 3368 - JOB NO.: 2406.20075.000I LOCATION: rpjs-c 7. - SAMPLED BY: Jim /South Coast DATE: 11-18.93 SUBMITTED BY: K.Varela DATE-.I 1-18-93 TYPE: Base Course, CLII - AUTHORIZED BY: T. Alcola - DATE: 11 .17-93 - SOURCE: South Coast / San Marcos REVIEWED BY: L. Collins REPORT DATE: 11.18-93 MIX: Sieve Size Passing Test Result 5pecication Test STD Accum~l uv CL 11 3/4"AB CL 11 AB __ Sect. 26-1.02A ==... F_4 Fineness Modulus Sect. 26-1.02 0125 " -- Dry Roctded Unit Weight, pcf - C29 3' Lightweight Pieces,% - C123 2" - Clay Lumps and Friable Particles - C142 1-1/2' Organic Impurities C40 1-1/8' Sand Equivalent Value 37 25i - C2419 1" 100 1 0 0 % Wear, rev. Resistance ° Wear, 500 rev. to •"- - Abrasion %Wear, rev. C131 Grading - 314" 97 - 9 0-100 1/2" 71 _______ _______ - C535 Grading 3/8' 61 % Wear, 1000 rev. - 1/4" Scratch Hardness,% by M. I Ciii. - / / C235 No 4 45 35-65 Fractured Faces ,% by Wt / Cnt - 8 32 Liquid Limit /Plasticity Index / / 04318 10 DurabllltyF/C 78/90 35 min. Calif. 227 16 _22 - - Value - 78 30 1 5 1 0- 30 Moisture Density Relations Max. Dry Denslty,pfc C D698 0 D1557 0 AASHTO T99 40 Optimum Moisture' IX ' 50 i 1 - Method - 0 AASHTO 1180 100 8 -- - Specific Gravy Absorption,% 0C127 Bulk (Dry) Bulk (SSD) 13c128 Finer than Apparent 200 7 2-9 ASTMC11 DISTRIBUTION: C ti SUBMITTED BY: James Copley, RQE 1522 Senior Engineer SAMPLE WEIGHT (DRY GMS. Weight Gum. lspecification Retained Retained Pass Pass Limit .Screen 4. 3. 1/2' 3/8' - 44 Grading Portion gm #100 #200 MOISTURE CONTENT SAND EQUIVALENT - Jn / RC) ,5y:xEROx TELECOFIER 7010 ;11-23--93 4:44PM :615 456 0541 - 6194380694: 3 NOV 23 '93 04 4EPM LAN CRANDALL, INC. P.3 71 Job No 'O( Y75 O/ LAW/CRANDALL, INC Lab No.:- / Tested Reviewed By: L— 1/ L'II/Ai SIEVE ANALYSIS OF AGcFRE..GATE Project: J'f CPk Location: _—t L Type of Aggregate:. Source of Aggregate: Sample Location: Sampled Date: Submitted By: ' Date: By:deZ'LA.. Date: +74r, 4A -i -- SAMPLE_WEIGHT(DRYGMS.&f Screen Weight Retained Retained Pass Cum, Pass 4- 2' 2' _________ ________ 1. inn - I_3 0 !W. - -7D- IM 7 3/8' j' L7--._'3 #4 - 2.Z 3 1 37 /-P3 L 35 25 #4 Grading Portion _7.'1 -gm 916 l7— 41 #30 1- #50 #ioo 77 #200 MOISTURE CONTENT SAND EQUIVALENT TIme Wet Cry -- L ktifrJ zc c Q(-:i&.Q jJ 5: 4. P. Wt t LAW/CRANDALL, INC. US . 10037 BARNES CYNS SAN DIEGO, CA. 921 1' PHYSICAL PROPERTIES OF AGGREGATES ox ct c'z PROJECT: City of Carlsbad LAB NO.: 3368 _ __... JOB NO.: 2406.20075.0001 LOCATION: SAMPLED BY( Tm/South Coast DATE: 11-18-93 SUBMITTED BY: K. Varela DATE:1 1-18-93 TYPE: Base Coarse, CLII AUTHORIZED BY: T. Alcola DATE: 11-17-93 SOURCE: South Coast / San Marcos REVIEWED BY: L. Collins REPORT DATE: 11-18-93 MIX: Sieve Size [ % Passing Accumulative Specification CL It 3/4" AB Sect. 26-1.02A . Test . { Result ( Specification CL II AB Sect. 26-1.02/ Test STD Fineness Modulus C125 4" Dry Rodded Unit Weight, pcf . C29 3" Lightweight Pieces, % C123 2" Clay Lumps and Friable Particles . C142 1-1/2" Organic Impurities .• C40 1-1/8" Sand Equivalent Value 37 25 min. \92419 .1' 100 100 •. ,.. ......% Resistance to Abrasion Wear,.. .. rev. . . -. . C131 Grading 3/4• 9 7 90 -1,00 % Wear, 500 rev. 1/2 71 %Wear rev - C535 Grading 61 S .. %'Wear,.lOOO rev. - . .5 1/4" Scratch Hardness,% by Wt. I Cnt. / . / C235 No. 4 45 35 -65 Fractured Faces,% by Wt. / Cnt. 8 . 3 2 Liquid Limit / Plasticity Index / / D4318 10 DurabilrtyF/C 78/90 35 mm. Calif 227 16 22 R - Value 78 78 mm. 30 1 5 1 0- 30 Moisture Relations Max. Dry Density,pfc 0 D698 D1557 0 AASHTO T99 0 AASHTO T180 40 Density 0 Optimum Moisture,°i __________ 50 11 Method 100 1 8 Specific Gravy, Absorption, % .. . . . . [3,C127 C1 28 ..L Bulk (Dry) 0 . . . Bulk (SSD) . . Finer than 200 0S0 SUBMITTED BY: City of Carlsbad /T.Alcola, Djon6 es pley, 4 S teniongineer RC y:xEROx TELECOPIER 7I1 !11-16-93JI 4:26PM J6i9 453, 3541 - 6194380894;#'l NOV 18 93 04 28PM LAN CRflNDAL, ICt tl( f! , / P.1 f LAW/CRANDALL, INC. a goi*cci, cnvmcntai & construction, mater FAXTRANSMITTAL I. FAX NO. FIRM OFFICE NO - SENDER L t U DATE / PROJECT ¼ PROJECT NO. SUBJECT OF PAGES (including cover) ¼ COMMENTS ¼ 1 ¼ 1 ¼ ¼ ¼ -: IF YOU DO NOT RECEIVE ALL PAGES NDCATE0 PLEASE CONTACT - lit at (619) 458-9379 10037 BARNES CANYON RD, SAN DIEGO, CALIPORNIA92121 TEL (619) 4.58-9379 FAX (619) 458-0541 a RC Y:XEROX TELECOPIER 7010 ;11-18-93 4:26PM ;619 456 6541 6194380894 2 ° NOV 18 '93 134:29PM LAN CRANDALL, INC. LAW/CRANDALL, INC. SAN DIEGO, CA. 92121"('6'1 91) 458.9379 ySICAL PRO p,gRT1ES QF AGGREGATES PROJECT LAB NO - JOB NO L OCATIO N 1 SAMPLED BY: DATE: - SUBMITTED BY:} DATE: -- TYPE: - AUTHORIZED BY: T 4 DATE: J4 SOURCE: 5 REVIEWED BY: 1. lj REPORT DATE MIX:__ ________ = Test ReuIt Specification Test STD - Siev@ Size E A% Fineness ivel Modulus - . C125 4" Dry Rodded Unit Weighte pcf ' 029 -. 3" IV A J,_ Lightweight Pieces, % 0123 2" Clay Lumps and Friable Paicles C142 - -- Organic impurities -- 040 Sand Equivalent Value 02419 - %Wear, rev. C131 Grading Resistance % Wear, - 500 rev. 3/4"- to Abrasion %Wear_rev _________ __. Gradlng % Wear. 1000 rev, - 1/2' 3/8' - 1144 - - - Scratch Hardness,% by Wt. / Cat. 0235 - No. 4 Fractured Faces,% by Wt. / Cat. - 8 3 ' Liquid Limit! Plasticity index , / 04318 Calif. 227 16 RVAL.&e.. 30 2 w-, Moisture 1MDryDe98 D65 Optimum isture 40 Relations _______ Method - A180 100 /3 -. -. Absorption, % - Specific Bulk (Dry) Grav DC127 v Bulk ($50) 130128 Finer than '0 r Apparent 200 DISTRIBUTiON: SUBMITTED BY: -- James Copley, ROE 1522 Senior Engineer I - RCL) 8Y:xEROx TELECOPIER 7010 li—l8-93 4:27PM 619 458 0541 - 6194380894 3 - NOV 18 '93 04:29PM LAW CRANDA, '.. INC. LL P.S I _.. . .. r LAW/CRANDALL, INC. SAN DIEGO, CA. 211(6i9)458-9379 ]IYSICALPROPERTIE5 OFA.GGEGATES / - -. - -- - - PROJECT: 'It#i1O J j LAB N --J JOB LOCATION SAMPLED BY;' )DATE: ti SUBMITTED BY: DATE: 1? TYPE: AUTHORIZED BY: DATE: SOURCE: REVIEWED BY: REPORT DATE: Sieve Size umulative _Ac ___ rest Fineness Modulus . - Test STD C125 _________ __________ 4" • - J AA _ Dry Roddad Unit Weigl't, pct C29 Lightweight Pieces, % 0123 2")- Clay Lumps and Friable Particles ,- 0142 1-1/2" . Organic Impurities j . C40 Sand Equivant Value 24-37 2--"y C2419 - 1'I 0 ) / O o - % Wear, rev. Resistance % Wear, 500 rev. Abrasion %Wear, re' C131 Grading 1/2" '71- - .._- C535 Grading 3/8' -- %Wear, 1000 rev. 1/4" Scratch Hardnesa,% by Wt. /Crit. 0235 No.4 Fractured Faces,% by Wt./Cnt. . 8 - Liquid Limit! Plasticity Index ti /..,._.__ . / - D431 - . "Ilaw e Calif. 227 .16 vat - . —) D 0698 Cl D1557 AASHTOT99) 30 15 tv-. Moisture Density Max. Dry et1ity,ptc 40 Qptrr6rn Mo(sture, . - . Relations 50 -1- - Methà4 100 - Specific Gravity - Absorption DC127 -. Cl C126 Bulk (Dry) -. __________ .- Bulk (SSD) Finer than 7 ic- Apparent 200 ASTMC11 - , -r---__----- ... -.---. - .J _.•-1-......- - -.- -.,..-_ I DISTRIBUTION: SUBMITTED BY: James Copley, ROE 1522 . .. '.6 Senior Engineer -, • ,. LAW/CRANDALL, INC. 2& 444J 1003YBARNES Cm. RD. STE. A SAN DIEGO, CA. 92121 (619) 458-9379 / PHYSICAL PROPERTIES OF AGGREGATES DEC 1993 (AA ECEIVEO Ji PROJECT: City of Carlsbad _- LAB NO.: 3335 JOB NO.: 2406 0.001 LOCATION: El Camino Real SAMPLED BY: P. Harris DATE: 11-10-93 SUBMITTED BY: P. Harris DATE: 11-10-93 TYPE: Aggregate base, _ AUTHORIZED BY: T. Alcala DATE: 11-10-93 SOURCE: Wyrock REVIEWED BY: L. Collins REPORT DATE: 11-12-93 MIX: Sieve Size %Passing Accumulative Specification CALTRANS Sect. 26 Test 1 Result [ Specification Test STD Fineness Modulus C125 4" Dry Rodded Unit Weight, pcf C29 3" Lightweight Pieces, % C123 2" Clay Lumps and Friable Particles C142 1-1/2" Organic Impurities C40 1-1/8" Sand Equivalent Value 58 25 mm. C2419 1" 100 100 Resistance to Abrasion % Wear, rev. C131 Grading 3/4" 93 90-100 % Wear, 500 rev. 1/2" 75 %Wear, rev. C535 Grading 3/8" 66 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. / / C235 No. 4 50 35 -6 0 Fractured Faces,% by Wt. / Cnt. 8 40 Liquid Limit / Plasticity Index / / 04318 10 Cleanness Value Calif. 227 16 32 30 24 10-30 Moisture Density Relations Max. Dry Density,pfc 124.5 0 D698 D1557 0 AASHTO T99 0 AASHTO 1180 40 Optimum Moisture,OX 8.2 50 16 Method C 100 1 0 Specific Gravy Absorption, % 0C127 0C128 Bulk (Dry) Bulk (SSD) Finer than 200 6 2-9 ASTMC11 Apparent DISTRIBUTION: SUBMITTED BY: City of Carlsbad / D. Cook Se Eftneer 9177 SKY PARK COURT LAW/CRANDALL, INC. SAN DIEGO, CA92123(619)278-3600 PROJECT: Palomar LOCATION: Palomar Airport Road @ Sta. SAMPLED BY: P. Harris DATE: 3-4-94 - 175+00 to 175+50 SUBMITTED BY: P. Harris DATE: 3-4-94 TYPE: Recycled miscellaneous base AUTHORIZED BY: Doug and Al DATE: 3-4-94 SOURCE: Milled from El Camino Real REVIEWED BY: L. Collins REPORT DATE: 3-8-94 Sieve Size % Passing Accumulative Specification Caltrans Sect. 25 Test __________________________________ Result Specification Test STD Fineness Modulus C125 4" Dry Rodded Unit Weight, pcf C29 3" 100 100 Lightweight Pieces, % C123 2 1/2' 100 90-100 Clay Lumps and Friable Particles 0142 1-1/2" Organic Impurities C40 1-1/8" Sand Equivalent Value 43 21 mm. C2419 1 ' Resistance to Abrasion % Wear, rev. C131 Grading 3/4• 99 % Wear, 500 rev. 1/2" 89 %Wear, rev. C535 Grading 3/8' 80 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. I Cnt. C235 No.4 61 40-90 Fractured Faces,%by Wt. ICnt. 8 49 Liquid Limit / Plasticity Index / / D4318 10 Cleanness Value Calif. 227 16 36 R-Value 60 mm. 30 24 Moisture Density Relations Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 0 AASHTO T180 40 Optimum Moisture, 50 13 Method 100 9 Specific Gravity Absorption, % 00127 0C128 Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC11 8 0-25 Apparent DISTRIBUTION: SUBMITTED # Senii elr~,J~L pie ____________________________ City of Carlsbad/D. Cook James ineerRQE 1&2 PHYSICAL PROPERTIES OF- ASPH*IT ____ CONCREtE- ...... 4 4 Airport Road LAB NO.:3891 JOB NO.:2406.20075.0001 LAW/CRANDALL, 10037 BARNES CYN. RD. STE. A SAN DIEGO, CA. 92121 (619) 458-9379 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: City of Carlsbad LAB NO.: 3319 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Road. SAMPLED BY: G. Goodman DATE: 11-04-93 @ Sta. 165+00 to 168+00 SUBMITTED BY: G. Goodman DATE: 11-04-93 TYPE: Aggregate sub base AUTHORIZED BY: T. Alcala DATE: 11-04-93 SOURCE: Dwire Excavating " ?7-c.'i3 REVIEWED BY: L. Collins REPORT DATE: 11-08-93 MIX: Sieve Size % Passing Accumulative Specification Test Result Specification Test STD 6" 100 Caltrans Sect. 25-1.02 Fineness Modulus . . 0125 4•• Dry Rodded Unit Weight, pcf C29 3" 93 Lightweight Pieces, % . . 0123 2-1/2" 88*. 90-100 Clay Lumps and Friable Particles 0142 1-1/2" 81 Organic Impurities . C40 1-1/8" Sand Equivalent Value 38 21 mm. 02419 1" 80 Resistance to Abrasion % Wear, rev. . 0131 Grading 3/4" 76 % Wear, 500 rev. 1/2" 72 % Wear, rev. 0535 .3/8" 69 1 % Wear, 1000 rev. Grading 1/4" Scratch Hardness,% by Wt. / Cnt. / / 0235 No. 4 61 40 -90 Fractured Faces,% by Wt. / Cnt. 8 51 Liquid Limit / Plasticity Index / / D4318 10 Cleanness Value Calif. 227 16 38 .. 30 29 Moisture Density Relations Max. Dry Density,pfc 0 D698 13 D1557 0 AASHTO T99 13AASHTOT180 40 Optimum Moisture, 50 20 Method 100 15 Specific Gravy Absorption, % 00127 13C128 Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC11 10 0-25 Apparent * Denotes deviation from specified limits DISTRIBUTION: City of Carlsbad / D. Cook SUBMITTED BY: Ja7(es 96p1ey, RQE it22 Sebngineer 10037 BARNES CYN. RD. STE. A SAN DIEGO, CA. 92121 (619) 458-9379 PHYSICAL PROPERTIES OF AGGREGATES LAW/CRANDALL, INC. PROJECT: City of Carlsbad LAB NO.: 3301 JOB NO.: 2406.20075O00( LOCATION: Palomar Airport Road. SAMPLED BY: P. Harris DATE: 10-28-93 @ Sta. 160+00 to 163+0 SUBMITTED BY: P. Harris DATE: 10-28-93 TYPE: Recycled miscellaneous base AUTHORIZED BY: T. Aello DATE: 10-28-93 SOURCE: On-site crushed mat'I from grade REVIEWED BY: L. Collins REPORT DATE: 11-02-93 MIX: I Sieve Size % Passing Accumulative I Specification Test Result Specification Test STD Caltrans Sect. 25-1.02 Fineness Modulus C125 4•• Dry Rodded Unit Weight, pcf C29 3" Lightweight Pieces, % C123 2" 90-100 Clay Lumps and Friable Particles C142 1-1/2" 100 Organic Impurities C40 Sand Equivalent Value 70 21 mm. C2419 1" 99 Resistance to Abrasion %Wear, rev. C131 Grading 3/4" 96 % Wear, 500 rev. 1/2" 90 %Wear, rev. C535 3/8" 83 % Wear, 1000 rev. Grading 1/4" Scratch Hardness,% by Wt. / Cnt. / / C235 No. 4 64 40-90 Fractured Faces,% by Wt. / Cnt. I / 8 44 Liquid Limit / Plasticity Index / / D4318 10 Cleanness Value Calif. 227 16. 24 30 15 Moisture Density Relations Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 0 AASHTO T180 40 Optimum Moisture,9 50 9 Method 100 6 Specific Gravity Absorption, % 0C127 0 C128 Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC11 5 0-25 Apparent DISTRIBUTION: SUBMITTED City of Carlsbad / D. Cook r,ngineer LAW/CRANDALL, INC. 10037 BARNES CYN. RD. STE. A SAN DIEGO, CA. 92121 (619) 458-9379 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: City of Carlsbad LAB NO. :3236 JOB NO.: 2406.20075.0001 LOCATION: El Camino Real @ Sta.334+00 SAMPLED BY:Not submitted DATE: N/A SUBMITTED BY:J. Klimuszko DATE: 10/1 1/93 TYPE:Class II Aggregate subbase 04 Ty AUTHORIZED BY:R. Cook DATE: 10/11/93 SOURCE:Dwire Excavating REVIEWED BY: L. Collins REPORT DATE:10/13/93 MIX: Sieve Size % Passing Accumulative Specification Test Result Specification [ Test STD Caltrans Fineness Modulus C125 4" Sect. 25 Dry Rodded Unit Weight, pcf C29 3" 100 Lightweight Pieces, % C123 2" 90-100 Clay Lumps and Friable Particles C142 1-1/2" Organic Impurities C40 Sand Equivalent Value 54 21 Min. C2419 1" Resistance to Abrasion % Wear, rev. C131 Grading 3/4" i 0 0 % Wear, 500 rev. 1/2" 99 %Wear, rev. C535 3/8" 98 % Wear, 1000 rev. Grading 1/4" Scratch Hardness,% by Wt. / Cnt. / / C235 No. 4 9 6 * 40 -90 Fractured Faces,% by Wt. / Cnt. / 8 86 Liquid Limit / Plasticity Index / / D4318 10 Cleanness Value Calif. 227 16 64 30 45 Moisture Density Relations Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 13AASHTOT180 40 Optimum Moisture, 50 28 Method 100 1 6 Specific Gravity Absorption, % 0 C 127 0 C128 Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC11 10 0-25 Apparent DISTRIBUTION: City of Carlsbad/R. Cook SUBMITTED BY:_________________________________ "Denotes deviation from specified limits. JamesCy, ROE 150- Senior LAW/CRANDALL, INC. 10037 BARNES CYN. RD. STE. A SAN DIEGO, CA. 92121 (619) 458-9379 PHYSICAL PROPERTIES OF AGGREGATES r - PPROJf:City of Carlsbad LAB NO.:3235 JOB NO.: 2406.20075.0001 ATION: Sta.338+10 El Camino Real SAMPLED BY:Not Submitted DATE: 10/11/93 SUBMITTED BY:J. Klimuszko DATE: 10/11/93 TYPE:Class II, Aggregate subbase AUTHORIZED BY:R. Cook DATE: 10/11/93 SOURCE:Dwire Excavating, REVIEWED BY: L. Collins REPORT DATE:10/13/93 MIX: Sieve Size Accumulative % Passing (Specification S Test Result j Specification Test STD Caltrans Fineness Modulus C125 4" Sect. 25 Dry Rodded Unit Weight, pcf C29 3" 100 Lightweight Pieces, % C123 21/2" 90-100 Clay Lumps and Friable Particles C142 1-1/2" Organic Impurities C40 1-1/8" Sand Equivalent Value 56 21 mm. C2419 1" Resistance to Abrasion 1 % Wear, rev. C131 Grading 3/40 % Wear, 500 rev. 1/2" %Wear, rev. C535 Grading 3/8' 100 % Wear, 1000 rev. 1/4" Scratch Hardness,%by Wt. /Cnt. / / C235 No. 4 9 9 a 40 -90 Fractured Faces,% by Wt. / Cnt. 8 89 Liquid Limit / Plasticity Index / / D4318 10 Cleanness Value Calif. 227 16 66 5 30 46 Moisture Density Relations Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 0 AASHTO T180 40 Optimum Moisture,OX 50 29 Method 100 1 6 Specific Gravity ASTMC11 Absorption, % 0C127 0 C128 Bulk (Dry) Bulk (SSD) Finer than 200 1 0 0-25 Apparent DISTRIBUTION: . SUBMITTED BY:_________________________________ *Denotes deviation from specified limits. Jam pley, ROE 1 / 2 Senior ngineer LAW/CRANDALL, INC. 10037 BARNES CYN. RD. STE. A SAN DIEGO, CA. 92121 (61..4-9379 PHYSICAL PROPERTIES OF AGGREGATES 1' '' .10% OCT 1993 nrnritir c'4 lULl LIII LII (fl I\IULIV lii \t? -, PROJECT: Palomar Airport Road LAB NO.:3173 JOB NO.:2406.20075.0001 LOCATION: Sta. 332+50 SAMPLED BY:P. Harris DATE:9/23/93 SUBMITTED BY:P. Harris DATE:9/23/93 TYPE:Recycled Miscellaneous Base AUTHORIZED BY:R. Cook DATE:9/23/93 SOURCE:Site crushing operation of asphalt REVIEWED BY: L. COLLINS REPORT DATE:9/28/93 & Concrete Sieve Size % Passing Accumulative Specification Test Result Specification Test STD Caltrans Fineness Modulus 0125 4" Sect. 25 Dry Rodded Unit Weight, pcf C29 3" 100 Lightweight Pieces, % C123 2 1/2" 90 -100 Clay Lumps and Friable Particles 0142 1-1/2" Organic Impurities 040 1-1/8" Sand Equivalent Value 54 21 Min. C2419 1" 1 0 0 Resistance to Abrasion 0/ Wear, rev. 0131 Grading 3/4' 96 . % Wear, 500 rev. 1/2" 81 %Wear, rev. C535 3/8" 74 % Wear, 1000 rev. Grading 1/4" Scratch Hardness,% by Wt. / Cnt. / / C235 No. 4 59 40 -90 Fractured Faces,% by Wt. / Cnt. 8 46 Liquid Limit / Plasticity Index / / D4318 10 Cleanness Value Calif. 227 16 35 30 26 Moisture Density Relations Max. Dry Density,pfc 0 D698 13 D1557 0 AASHTO T99 0 AASHTO T180 40 Optimum Moisture, 50 1 8 Method 100 1 1 2 Specific Gravity Absorption, % 0C127 00128 - - Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC11 9 0-25 Apparent A Cfty.of.QIsbadJft_Cook lSTRlBUTlON: SUBMITTED , ~ame en Engineer 522/ LAW/CRANDALL, INC. 10037 BARNES CYN. RD. STE. A SAN DIEGO, CA. 92121 (619) 458-9379 , p PROJECT: Palomar Airport Rd/City of Carlsbad LAB NO. :3058 JOB NO. :2406.20075.0001 LOCATION: Sta:168 to 171 SAMPLED BY:G. Goodman DATE:9/1/93 SUBMITTED BY:G. Goodman DATE:9/1/93 TYPE:Recycled miscellaneous base AUTHORIZED BY:R. Cook DATE:9/1/93 SOURCE:From grade REVIEWED BY: L. Collins REPORT DATE:9/13/93 Sieve Size [ % Passing Accumulative I Specification Test Result Specification Test STD [_ Caltrans Fineness Modulus C125 4" Sec. 25 Dry Rodded Unit Weight, pcf C29 3" 100 100 Lightweight Pieces, % C123 2 1/2" 1 100 90-100 Clay Lumps and Friable Particles C142 1-1/2" 100 Organic Impurities C40 1-1/8" Sand Equivalent Value 46 21 C2419 1" 98 Resistance to Abrasion 1 % Wear, rev. C131 Grading 3/4' - 9 2 % Wear, 500 rev. 1/2" 74 %Wear, rev. C535 Grading 3/8" 66 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. C235 No. 4 51 40 -90 Fractured Faces,% by Wt. / Cnt. 8 40 Liquid Limit / Plasticity Index ID4318 10 Cleanness Value I Calif. 227 16 29 R-Value 84 60 30 20 Moisture Density Relations Max. Dry Density,pfc 138 0 D698 D1557 0 AASHTO T99 0 AASHTO T180 40 Optimum Moisture, 5 50 12 Method D 100 8 Specific Gravity - Absorption, % 0 C128 Bulk (Dry) - Bulk Bulk (SSD) Finer than 200 ASTMC11 - - - 6 - 0-25 Apparent DISTRIBUTION: SUBMITTED City of Carlsbad/R. Cook Engineer LAW/CRANDALL, INC. 10037 BARNES CYN. RD. STE. A SAN DIEGO, CA. 92121 (619) 458-9379 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: Palomar Airport Road LAB NO. :3047 JOB NO. :2406.20075.00001 LOCATION: Sta:152+00 to 153+00, 8' AT CL SAMPLED BY:G. Goodman DATE:9/1/93 SUBMITTED BY:G. Goodman DATE:9/1/93 TYPE:Class II base coarse AUTHORIZED BY:R.Cook bATE :9/1/93 SOURCE:West Coast General REVIEWED BY: L. Collins REPORT DATE:9/1 2/93 Sieve sizeJ % Passing Accumulative I Specification I Test Result Specification [ Test STD Caltrans Fineness Modulus C125 4" Sect 26 Dry Rodded Unit Weight, pcf C29 3" Lightweight Pieces, % C123 2" Clay Lumps and Friable Particles C142 1-1/2" Organic Impurities C40 Sand Equivalent Value 53 25 min C2419 1" 1 0 0 1 0 0 Resistance to Abrasion 90-100 % Wear, rev. C131 Grading 3/4" 8 8 % Wear, 500 rev. 1/2" 59 %Wear, rev. C535 Grading 3/8" 48 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. C235 No. 4 30 35 -60 Fractured Faces,% by Wt. / Cnt. 8 1 8 Liquid Limit / Plasticity Index : / / D4318 10 Cleanness Value Calif. 227 16 16 R-Value. 82 78 mm 30 11 1 0-3 0 • Moisture Density Relations Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 0 AASHTO T180 40 Optimum Moisture, 50 8 Method 100 6 Specific Gravy Absorption, % 0C127 0C128 Bulk (Dry) ___________ Bulk (SSD) Finer than 200 ASTMC11 2-9 Apparent 1 DISTRIBUTION: SUBMITTED BY: J es City of Carlsbad/R.Cook /Enineer INC. 10037 BARNES CYN. RD. STE. A SAN DIEGO, CA. 92121 (619) 458-9379 REPORT OF R-VALUE TESTS PROJECT: Palomar Airport Road LAB NO.:3057 JOB NO.:2406.20075.0001 DESCRIPTION:Recycled Asphalt (grindings) SAMPLED BY:G. Goodman DATE RECIEVED:9/1/93 SAMPLE:Obtained from detour road @ Sta. 180+00 Approx 182+00 SP Fr. IMFN A [] C COMPACTOR PRESSURE PSI: 350 350 350 MOISTURE AT COMPACTION % 6.3 5.3 5.8 DENSITY LBS/CU. FT. 130.2 131.5 130.8 R-VALUESTABILOMETER 77 86 83 EXUDATION PRESSURE PSI: 140 620 250 STABILOMETER THICKNESS FT.: .24 .20 .24 EXPANSION PRESSURE THICKNESS FT. 0 .03 0 T.I. (assumed): R-VALUE BY STABILOMETER AT 300 PSI EXUDATION: 83 R-VALUE BY EXPANSION PRESSURE: 93 - R-VALUE AT EQUILIBRIUM: 83 SAND EQUIVALENT: 74 Comments: 20 3031 . . - , 4 'Dist ri6uii6n: ~C~—itcif RIC110 0, 1. mted by: a;;;erQE1;;2 LAW/CRANDALL, INC. 10037 BARNES CYN. RD. STE. A SAN DIEGO, CA. 92121 (619) 458-9379 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: Palomar Airport Road LAB NO. :3057 JOB NO. :2406.20075.0001 LOCATION:Detour Rd. Sta.180+00 to 182+00 SAMPLED BY:G. Goodman DATE:9/1/93 SUBMITTED BY:G. Goodman DATE :9/1/93 TYPE:Recycled asphalt, base coarse AUTHORIZED BY: R. Cook DATE:9/1/93 SOURCE:From grade, recycled Asphalt REVIEWED BY: L. Collins REPORT DATE:9/15/93, Sieve Size % Passing Accumulative Specification Test 1 Result Specification Test STD Caltrans Fineness Modulus C125 4" Sect. 25 Dry Rodded Unit Weight, pcf C29 3" 100 Lightweight Pieces, % C123 2 1/2" 90 -100 Clay Lumps and Friable Particles C142 1-1/2" 100 Organic Impurities C40 1-1/8" Sand Equivalent Value 74 21 min. C2419 V. 99 S Resistance to Abrasion % Wear, rev. C131 Grading 3/40 97 % Wear, 500 rev. 1/2" 90 %Wear, rev. C535 Grading 3/8" 8 4 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. C235 No. 4 63 40 -90 Fractured Faces,% by Wt. / Cnt. 8 46 Liquid Limit / Plasticity Index / / D4318 10 Cleanness Value Calif. 227 16 30 - R-Value - - 83 60 mm. 30 1 8 Moisture Density Relations Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 13AASHTOT180 40 Optimum Moisture,0A 50 8 Method 100 4 Specific Gravy Absorption, % 0C127 0C128 Bulk (Dry) Bulk (SSD) - Finer than 200 ASTMC11 3 5 0-25 Apparent DISTRIBUTION: SUBMITTED BY: / S ior nr City of Carlsbad/R. Cook Ja es y RQEt22 / LAW/CRANDALL, INC. 10037 BARNES CYN. RD. STE. A SAN DIEGO, CA. 92121 (619) 458-9379 PHYSICAL PROPERTIS OF AGGREGATES Airport Road LAB NO. :3048 JOB NO. :2406.20075.0001 LOCATION: Sta. 152+00, 28' FIT CL SAMPLED BY:G. Goodman DATE:9/1/93 SUBMITTED BY:G. Goodman DATE: 9/1/93 TYPEd(6Wi)1 AUTHORIZED BY:R. Cook DATE:9/1/93 SOURCE:West Coast General/D wire REVIEWED BY: L. Collins REPORT DATE:9/2/93 Excavations Sieve Size % Passing 1 Accumulativej Specification Test Result Specification_[ Test STD Caltrans Fineness Modulus • C125 4" Sect. 25 Dry Rodded Unit Weight, pcf C29 3" 100 100 Lightweight Pieces, % C123 2 1/2" 1 0 0 90-100 Clay Lumps and Friable Particles C142 1-1/2" Organic Impurities C40 1-1/8" Sand Equivalent Value 51 21 min C2419 1" 100 Resistance to Abrasion % Wear, rev. C131 Grading 3/4" 98 % Wear, 500 rev. 1/2" 90 %Wear, rev. C535 Grading 3/8" 84 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. C235 No. 4 69 40-90 Fractured Faces,% by Wt. / Cnt. 8 53 Liquid Limit / Plasticity Index / / D4318 10 Cleanness Value Calif. 227 16 37 30 26 Moisture Density Relations Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 D AASHTO T180 40 Optimum Moisture,° 50 19 Method 100 14 Specific Gravy Absorption, % 0C127 0C128 Bulk (Dry) Bulk (SSD) Finer than 200 10 ASTMC1 1 0-25 Apparent DISTRIBUTION: SUBMITTED BY:________________________________ Cy of Carlsbad/R. Cook 7,Copley, RO enio Engineer . W%-- LAW/CRANDALL, INC. . 10037 BARNES CYN. RD. STE. A womw AV WAW SAN DIEGO, CA. 92121 (619) 458-9379 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: Palomar Airport Road LAB NO. :3033 JOB NO. :2406.20075.0001 LOCATION: Sta. 143+50 to 145+50 SAMPLED BY:G. Goodman DATE:8/30/93 SUBMITTED BY:G. Goodman DATE:8/30/93 TYPE:NC grindings for Cl. II ASB AUTHORIZED BY:R. Cook DATE:8/30/93 SOURCE:Site demolition of existing asphalt REVIEWED BY: L. Collins REPORT DATE:8/31/93 Sieve Size % Passing Accumulative Specification Test Result Specification [ Test STD Caltrans Fineness Modulus C125 4" Sect. 25 Dry Rodded Unit Weight, pcf C29 3" 100 Lightweight Pieces, % C123 2 1/2" 90 -100 Clay Lumps and Friable Particles C142 1-1/2" 100 Organic Impurities C40 1-1/8" Sand Equivalent Value 65 21 min C2419 V. 96 Resistance to Abrasion % Wear, rev. C131 Grading 3/4" 92 % Wear, 500 rev. 1/2" 85 %Wear, rev. C535 Grading 3/8" 78 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. C235 No. 4 61 40 -90 Fractured Faces,% by Wt. / Cnt. 8 49 Liquid Limit / Plasticity Index / / D4318 10 Cleanness Value Calif. 227 16 37 30 26 Moisture Density Relations Max. Dry Density,pfc 0 D698 0 01557 0 AASHTO T99 0 AASHTO T180 40 Optimum Moisture,° 50 15 Method 100 9 Specific Gravy Absorption, °' ,0 0C127 0C128 Bulk (Dry) Bulk (SSD) Finer than 200 6 ASTMC1 1 0-25 Apparent DISTRIBUTION: SUBMITTED BY:________________________________ City of Carlsbad/R. Cook Jam Co ley, ROE 1522~1- SenVineer LAW/CRANDALL, INC. ~s *'. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: City of Carlsbad LAB NO.: 4190 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Road SAMPLED BY: C. Abalos DATE: 6-9-94 W.B. @ Sta. 218+00 SUBMITTED BY:C. Abalos DATE: 6-9-94 TYPE: Sub-base ' AUTHORIZED BY: T. Alcala DATE: 6-9-94 SOURCE: Wyrock - Vista REVIEWED BY: L. Collins REPORT DATE:6-10-94 MIX: Sieve Size % Passing Accumulative Specification Sect. 25 Class 2 # ASB Caltrans Test Result Specification Test STD Fineness Modulus C125 4" Dry Rodded Unit Weight, pcf C29 3" 100 100 Lightweight Pieces, % C123 2-1/2" 100 90-100 Clay Lumps and Friable Particles C142 1-1/2" 96 Organic Impurities C40 1-1/8" - Sand Equivalent Value 67 21 min. C2419 1" 94 Resistance to Abrasion 1 % Wear, rev. C131 Grading 3/4" 93 % Wear, 500 rev. 1/2" 93 %Wear, rev. C535 Grading 3/8" 92 % Wear, 1000 rev. 1/4" - Scratch Hardness,% by Wt. / Cnt. C235 No. 4 86 40-90 Fractured Faces,% by Wt. / Cnt. 8 64 Liquid Limit / Plasticity Index D4318 10 - Cleanness Value Calif. 227 16 43 30 28 Moisture Density Relations Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 13AASHTOT180 40 - Optimum Moisture, 50 16 Method 100 9 Specific Gravity Absorption, % 0C127 0C128 Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC 11 5.1 0-257 Apparent DISTRIBUTION: City of Carlsbad / D. Cook SUBMITTED * Ser _______________________ opley, ROE 22 ngineer LAW/CRANDALL, INC. 9177 SKY PARK COU SAN DIEGO, CA. 94 PROJECT: Palomar Airport Road LAB NO.: 3917 UP LOCATION: Palomar Airport Rd. @ SAMPLED BY: P. Harris DATE: Sta. 148+00 to 138+00 SUBMITTED BY: P. Harris DATE: 3-17-94 TYPE: Class lI AUTHORIZED BY: D. Cook DATE: 3-17-94 SOURCE: Wyrock REVIEWED BY: L. Collins REPORT DATE: 3-18-94 MIX: Sieve Size J % Passing I Accumulative I Specification - Sect. 25 Caltrans r Test Result Specification Test STO Fineness Modulus C125 4° Dry Rodded Unit Weight, pcf C29 3" 100 100 Lightweight Pieces, % . C123 2-1/2" 93 90-100 Clay Lumps and Friable Particles C142 1-1/2" 91 Organic Impurities C40 1-1/8" Sand Equivalent Value 45 21 min C2419 1" 91 Resistance to Abrasion ,.%Wear, % Wear, rev. C131 Grading 3/4" go % Wear, 500 rev. 1/2" .89 - rev: C535 Grading 3/8" 88 % Wear, 1000 rev. 1/4" Scratch Hardness,% by Wt. / Cnt. / / C235 No. 4 83 40-90 Fractured Faces,% by Wt. / Cnt. 8 65 Liquid Limit / Plasticity Index I / D4318 10 Cleanness Value Calif. 227 16 45 R - Value DNR 50 mm. 30 32 Moisture Density Relations Max. Dry Density,pfcl 133 0 D698 D1557 0 AASHTO T99 0 AASHTO T180 40 Optimum Moisture, 8 50 21 Method C 100 13 Specific Gravity Absorption, % 0C127 0ç128 Bulk (Dry) Bulk (SSD) Finer than .ASTMC11 200 9 0-25 Apparent DISTRIBUTION: City of. Carlsbad / D.- Cook ' SUBMITTED BY LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: Palomar Airport Road LAB NO.: 3910 JOB NO.: 2406.20075.0001 LOCATION: Sample obtained from grade @ SAMPLED BY: P. Harris DATE: 3-15-94 Sta. 222+25 to 222+50 (P.A.R.) SUBMITTED BY: P. Harris DATE: 3-15-94 TYPE: Class II AB ,_4.- AUTHORIZED BY: Don /Tony DATE: 3-15-94 SOURCE: Wyrock REVIEWED BY: L. Collins REPORT DATE: 3-17-94 MIX: - Sieve Size % Passing Accumulative Specification Sect. 25 Caltrans Test [ Result Specification Test STD Fineness Modulus C125 4", . Dry Rodded Unit Weight, pcf . . C29 3" 100 100 Lightweight. Pieces, % . C123 2-1/2" 93 90-100 Clay Lumps and Friable Particles C142 1-1/2" 93 Organic Impurities . C40 1-1/8" Sand Equivalent Value 48 21 min C2419 1" 91 Resistance to Abrasion % Wear, rev. C131 Grading ________ 3/4" 90 % Wear, 500 rev. 1/2" 89 %Wear, rev. C535 Grading 3/8" 87 % Wear, 1000 rev. 1/4" . Scratch Hardness,% by Wt. / Cnt. / / C235 No. 4 81 40-90 Fractured Faces,% by Wt. / Cnt. / /- 8 63 Liquid Limit! Plasticity Index / I..' D4318 10 Cleanness Value Calif. 227 16 42 R - Value ' 76 50 mm. 30 28 Moisture Density Relations Max. Dry Density,pfc 0 D698 0 D1557 0 AASHTO T99 0 AASHTO T180 40 Optimum Moisture, 50 17 Method 100 11 Specific Gravy Absorption, % 0C127 0C128 Bulk (Dry) Bulk (SSD) Finer than 200 ASTMC1 1 7 0-25 Apparent DISTRIBUTION: City of Carlsbad/D. Cook SUBMITTED r ilbo _____________________ ~~ZZ4'/ y, R 152 eer ( 4 S 9177 SKY PARK COURT LA'J/CRANDALL, INC SAN DIEGO CA 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4601 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @ Sta. SAMPLED BY: H. Alwaque DATE: 9-30-94 105+00, 45' right of centerline SUBMITTED BY: H. Alwaque DATE: 9-30-94 TYPE: C2 AUTHORIZED BY: T. Alcala DATE: 9-30-94 SOURCE: Industrial Asphalt / Vista • REVIEWED BY: L. Collins REPORT DATE: 10-10-9.4 MIX: MISC.: Truck #226 @ 201.24 tons SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC C2 Sect 203-6.3.2 2 BITUMEN CONTENT, % (ASTM D2172) . 5.1 4.8-7.5 1 1/2" MARSHALL DENSITY, pcI 100 100 (ASTM D 1559) 1/2 MARSHALL STABILITY, lbs 94 95-100 3/8 FLOW 1/100 72 72-88 NO .4 MAX THEORETICAL 45* 46-60 DENSITY, pcI (ASTM D 2041) 8 AIR VOIDS MIX, % 33 28-42 16 5 S STABILOMETER VALUE 25 HVEEM UNIT WT, pcI S 30 18 15-27 50 12 100 8 200 4.8 2-7 . S ASTM C-136, C117 Denotes deviation from specified limits Distribution: . City of Carlsbad / D. Cook 3-submitted By: (/ior Engineer 7 LAW/CRANDALL, INC 9177 SKY PARK COURT SAN DIEGO, CA. .92123 (619) 279-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4602 JOB NO.: 2406.20.075.0001 LOCATION: Palomar Airport Rd. @ Sta. SAMPLED BY: H. Aiwaque DATE: 9-30-94 202+90, east bound lane #2 SUBMITTED BY: H. Alwaque DATE: 9-30-94 TYPE: C2 AUTHORIZED BY: T.Alcala DATE: 9-30-94 SOURCE: Industrial Aspha / Pala :A REVIEWED BY: L. Collins REPORT DATE: 10-10-94 MIX:C45 ; MISC.: Truck #241 @ 866.59 tons SIEVE %PASSING' . SPECIFICATION TEST . RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC C2 . . . . Sect 2036.3.2 BITUMEN CONTENT, aA 2 : . . (ASTM D2172) ' , S 5•9 4.8-7.5 1 1/2 MARSHALL DENSITY, pcI 1 00 '1 00 (ASTM D 1559) . . . • S MARSHALL STABILITY, lbs ' 1/2 . . 98' . 95-100 ' FLOW 1/100 . . 3/8"82 ' .72-88 . NO.4 . MAX THEORETICAL . . 59 46-60 DENSITY, pcI (ASTM 0 2041) . . AIR VOIDS MIX, % 8 44* . .28-42.. .. S . ,' •, S STABILOMETERS VALUE • 16 34 . S • ' . S S • HVEEM'UNIT WT, pcI30 ' S .26 . 55 15-27' .5 '. S • 50 18 100 55 12 5 :, S,S • S S • 6.6 ' 2-7 '. .S ' S —_• ASTM C-136,C117 S 5 ' S ' S • Denotes deviation from specified limits Distribution: S S ' • S S , S S •5 • City of Carlsbad / D Cook /7 3ubmitted S nior Engineer / A& LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619)278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad. LAB NO.: 4598 . JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @ Sta. SAMPLED BY: H.Alwaque DATE: 9-29-94 109+90, East bound lane #1 @ 125.60 tons SUBMITTED BY: H. Alwaque DATE: 9-29-94 TYPE: C45, State Type B 1/2" . . AUTHORIZED-BY: T. Alcala DATE: 9-29-94 SOURCE: Industrial Asphalt / Pala REVIEWED BY: L. Collins REPORT DATE: 10-4-94 MIX: . . = TICKETNO.: 211740 SPECIFICATION . TEST RESULT SPECIFICATION SIEVE % PASSING SIZE ACCUMULATIVE. C2 . 203-6.3.2 BITUMEN CONTENT, % 2 (ASTM D2172) . 5.8 4.8-7.5 1 1/2' . .. 1" .5 __.l.. ---•-- - MARSHALL DENSITY, pci 3/4 . . - 100 (ASTM D 1559) MARSHALL STABILITY, lbs 1/2 '98 95-100 FLOW 1/100 S 31.8 82 7288 NO.4 - MAX THEORETICAL 60, . 46-60 DENSITY, pci (ASTM 02041) AIR VOIDS MIX, % 8 . 46* 28-42 STABILOMETER VALUE 16 35 S S S HVEEM UNIT WT, pcI 30 26 . . 1.5-27 50 17 .10-20 100 10 200 . . 5.1 55 2-75- REEIVED S &imi ed 3y [om 19 S flY OF CARLSBAD !NG,NEERING DEPAPT '41 ASTM C-136,C117 . . Denotes deviation from specified limits Distribution: City of carlsbad I O. Cook - I •1 J es Copley, RQ 1522 / eni Engineer / LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4599 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @ Sta. SAMPLED BY: H. Alwaque DATE: 9-29-94 193+40, E bound lane #1 SUBMITTED BY: H. Alwaque DATE: 9-29-94 TYPE: 1/2" AR4000, C2 AUTHORIZED BY: T. Alcala DATE: 9-29-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 10-4-94 MIX: TICKETNO.: 492574 SIEVE '% PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE C2 203-6.3.2 2 BITUMEN CONTENT, % (ASTM D2172) 5.3 4.8-7.5 1 1/2" 1" MARSHALL DENSITY, pci 100 100 (ASTM 0 1559) MARSHALL STABILITY, lbs 1/2 95 95-100 3/8 FLOW 1/100 74 72-88 NO.4 MAX THEORETICAL 57 46-60 DENSITY, pci (ASTM D 2041) 8 AIR VOIDS MIX, % 44* 28-42 STABILOMETER VALUE 16 33 HVEEM UNIT WT, pci 24 15-27 50 15 10-20 100 . 200 5.0 2-7 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of carlsbad / D. Cook Submitted 9177 SKY PARK COURT LAW/CRANDALL, INC. SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4693 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @ Sta. SAMPLED BY: H. Alwaque DATE: 9-28-94 109-25, 14 left of centerline SUBMITTED BY: H. Alwaque DATE: 9-28-94 TYPE: C2 AUTHORIZED BY: T. Alcala DATE: 9-28-94 SOURCE: Industrial Asphalt/ REVIEWED BY: L. Collins REPORT DATE: 10-10-94 MIX: C24 MISC.:Tckt..# 492395@39.20 tons SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION' SIZE ACCUMULATIVE SSPWC C2 Sect 203-6:3.2 BITUMEN CONTENT, .% 2 (ASTMD2172) 5.1 4.8-7.5 1 1/2" . MARSHALL DENSITY, pcI 100 100 ." (ASTMD1559) /2 MARSHALL STABILITY, lbs 95 95-100 ,, 3/8" FLOW 1/100 75 72-88 NO.4 MAX THEORETICAL 55 46-60 DENSITY, pcI (ASTM D 2041) AIR VOIDS MIX, 8 42 28-42 STABILdMETER VALUE 16 32 HVEEM UNIT WT, pcI 30 23 15-27 50 15 ' 100 8 200 4.7 2-7 AS TIM C-136, C1 City of Carlsbad / D. Cook 3ubmitted >23242 • 9177 SKY PARK COURT LAW/CRANDALL, INC. U SAN DI EGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4432 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 8-21-94 ,@ sta. 98+25, lane #2 SUBMITTED BY: C. Abalos DATE: 8-21-94 TYPE: 1/2" AR4000 AUTHORIZED BY: D. Cook DATE: 8-21-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 8-28-94 MIX: C2 , SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC C2 Sect 203-6.3.2 ? BITUMEN CONTENT, % S (ASTM D2172) 5.1 4.8-7.5 1 1/2" MARSHALL DENSITY, pci 100 100 (ASTM D1559) 1/2 MARSHALL STABILITY, lbs 95 95-100 3/8 FLOW 1/100" 76 72-88 NO.4 MAX THEORETICAL 50 46-60 DENSITY, pci (ASTM 02041) 159.5 8 AIR VOIDS MIX, % 39 28-42 3.1 16 STABILOMETER VALUE 30 46 HVEEM UNIT WT, pci 30 23 15-27 154.5 50 14 10-20 - 100 8 200 4.5 2-7 ASTM C-136, C117 Distribution: City of Carlsbad / D. Cook Submitted By: t) 002324 /\ 23244 LAW/CRANDALL, INC. i ' \ 9177 SKY PARK COURT I it .ccWc SAN DIEGO, CA. 92123 (619) 278-3600 - PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4431 JOB NO.: 2406-20075.0001 LOCATION: South bound El Camino Real @ SAMPLED BY: C. Abalos DATE: 8-20-94 intersection of Palomar Airport Rd. SUBMITTED BY: C. Abalos DATE: 8-20-94 TYPE: 1/2" AR4000 AUTHORIZED BY: D. Cook DATE: 8-20-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 8-28-94 MIX: C2 r1E % PASSING ACCUMULATIVE SPECIFICATION SSPWC C2 Sect 203-6.3.2 TEST RESULT SPECIFICATION BITUMEN CONTENT, % 2 (ASTM 02172) 5.4 4.8-7.5 11/2" ... . MARSHALL DENSITY, pcI 100 100 (ASTM D 1559) MARSHALL STABILITY, lbs 1/2 96 95-100 . FLOW 1/100 3/8 79 72-88 MAX THEORETICAL NO.4 54 46-60 DENSITY, pcI (ASTM 02041) 159.6 AIR VOIDS MIX, % 8 41 28-42 2.3 STABILOMETER VALUE 16 31 42 HVEEM UNIT WT, pcI 30 24 15-27 - 156.0 50 15 10-20 100 9 200 4.8 2-7 - ASTM C-136, C1.17 Distribution:, City of Carlsbad / D. Cook -, Submitted By: Ja s Copley; F 7 S ior Engineer 1522 / "A LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4430 JOB NO.: 2406.20075.000 1 LOCATION: East bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 8-20-94 @ sta. 98+50, lane #2 SUBMITTED BY: C. Abalos DATE: 8-20-94 TYPE: 1/2" AR4000 AUTHORIZED BY: D. Cook DATE: 8-20-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 8-28-94 MIX: C2/Load #4@82.28 tons - SIEVE * % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC C2 Sect 203-6.3.2 2 BITUMEN CONTENT, % (ASTM D 2172) 5.3 1 1/2" MARSHALL DENSITY, pci 100 100 (ASTM 01559) 1/2 MARSHALL STABILITY, lbs 95 95-100 3/8 FLOW 1/100 74 72-88 NO.4 MAX THEORETICAL 52 46-60 DENSITY, pci (ASTM 02041) 159.2 8 AIR VOIDS MIX, % 40 28-42 2.2 16 STABILOMETER VALUE 31 43 HVEEM UNIT WT, pci 30 23 15-27 155.7 50 15 10-20 100 9 200 5.2 2-7 ASTM C-1 36, C1 17 Distribution: City of Carlsbad / D. Cook . Submitted By: Ja s Copley, ROE1522 Se ior Engineer : LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE --------------- PROJECT: City of Carlsbad LAB NO.: 4408 JOB NO.: 2406.20075.000 1 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 8-9-94 @ Sta. 162+50, left of centerline SUBMITTED BY: C. Abalos DATE: 8-9-94 TYPE: 1/2" AR 4000 AUTHORIZED BY: D. Cook DATE: 8-9-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 8-23-94 MIX: C2 SIEVE % PASSING SPECIFICATION TEST. SIZE ACCUMULATIVE SSPWC C 2 1/2" IF , I BITUMEN CONTENT, % I 2 (ASTM 0 2172) 5.3 4.8-7.5 1 1/2' MARSHALL DENSITY, pci 100 100 (ASTM 01559) MARSHALL STABILITY, lbs 1/2 98 95-100 3/8 81 72-88 . - FLOW 1l100 NO.4 MAX THEORETICAL. 59 46-60 DENSITY, pci (ASTM D 2041) 163.1 AIR VOIDS MIX, 8 47* 28-42 3.7 • STABILOMETER VALUE 16 37 . 38 HVEEM UNIT WT, pci 30 29* - 15-27 157.1 50 19 10-20 • _________ ______________ 100 11 200 6.2 2-7- ASTM C-1 36, C1 17 • - * Denotes deviation from specified limits - -•-•,- 1' Distribution: City of Carlsbad I D. Cook Submitted By: • or Engineer 7 RESULT I SPECIFICATION LAW/CRANDALL, INC. 9177 SKY PARK CO-URT SAN DI EGf, —C—A9MtWL7f)3600 AUG ;:s I I9 PHYSICAL PROPERTIES OF ASPHALT Co I] PROJECT: City of Carlsbad LAB NO.: 4399 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 8-8-94 @ Sta. 108+50, left of centerline SUBMITTED BY: C. Abalos DATE: 8-8-94 TYPE: C2,1/2" AR 4000 AUTHORIZED BY: D. Cook DATE: 8-8-94 SOURCE: Industrial Asphalt/ Vista.," REVIEWED BY: L. Collins REPORT DATE: 8-19-94 MIX: SIEVE %PASSING SPECIFICATION TEST RESULT - SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 203-6.3.2 2 BITUMEN CONTENT, % (ASTM D 2172) 6.0 4.8-7.5 1 1/2' 3/4 MARSHALL DENSITY, pcf 100 100 (ASTM D1559) 1/2 MARSHALL STABILITY, lbs 98 95-100 3/8 FLOW 1/100 84 72-88 NO.4 MAX THEORETICAL 63* 46-60 DENSITY, pci (ASTM D 2041) 162.8 8 AIR VOIDS MIX, % 49* 28-42 2.7 16 STABILOMETER VALUE 38 43 35 min HVEEM UNIT WT, pci 30 28* 15-27 158.4 0 18 10-20 0 LL2 10 00 5.8 2-7 ASTM C-136, C117 * Denoted deviation from specified limits Distribution: City of Carlsbad / 0. Cook 1 57 - Submitted By: 7Seg4or Engineer LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) . 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE.- PROJECT: City of Carlsbad LAB NO.: 4398 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 8-8-94 @ Sta. 210+50, left of centerline SUBMITTED BY: C. Abalos DATE: 8-8-94 TYPE: C2,1/2" AR 4000 AUTHORIZED BY: D. Cook DATE: 8-8-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 8-19-94 MIX: SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC V V V Sect. 203-6.3.2 2 BITUMEN CONTENT, % (ASTMD2172) 5.2 4.8-7.5 11/2" V 1" V MARSHALL DENSITY, pci 100 100 (ASTMD1559) V 1/2 MARSHALL STABILITY, lbs 96 95-100 3/8" /8 FLOW 1/100' V 73 V 72-88 NO.4 MAX THEORETICAL 43 46-60 DENSITY, pci (ASTM D 2041) 161.2 8 V AIR VOIDS MIX, % 33 28-42 3.0 16 STABILOMETER VALUE 27 V 42 . 35 min HVEEM UNIT WT, pci 30 21 15-27 V 156.3 50 13 10-20 V V 100 8 200 4.6 2-7 ASTMC136,C117 Distribution: City of Carlsbad / D. Cook - V Submitted By: Engineer / LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF. ASPHALT. CONCRETE PROJECT: City of Carlsbad LAB NO.: 4409 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 8-8-94 @ Sta. 221+75, left of centerline V SUBMITTED BY: C. Abalos DATE: 8-8-94 TYPE: 1/2" AR 4000 AUTHORIZED BY: D. Cook DATE: 8-8-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 8-13-94 MIX: SIEVE - % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC V C21/2" ' V BITUMEN CONTENT, % 2 V (ASTM 02172) 5.2 4.8-7.5 1 1/2" V - MARSHALL DENSITY, pci 3/4 V 100 100 (ASTM 01559) MARSHALL STABILITY, lbs 1/2 97 95-100 FLOW 1/100' 3/8 81 72-88 MAX THEORETICAL V V NO.4 54 46-60 DENSITY, pci (ASTM 02041) 160.4 V AIR VOIDS MIX,% 8 40 28-42 3.3 STABILOMETER VALUE 16. 30 V VV 41 V .. HVEEM UNIT WT, pci 30 V 23 15-27 155.1 50 15 1020 100 9 V 200 5.4 2-7 ASTM C-1 36, C1 17 V V Distribution: . V City of Carlsbad,/ D. Cook V V Submitted BL lenior es Copley, 152 Engineer V LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4271 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 6-30-94 @ Sta 102+00, left of centerline SUBMITTED BY: C. Abalos DATE: 6-30-94 TYPE: 3/4" AR 4000, Class B AUTHORIZED BY: D. Cook DATE: 6-30-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: SIEVE % PASSING SPECIFICATION TEST RESULT 'SPECIFICATION SIZE ACCUMULATIVE 203-6.3.3 2 BITUMEN CONTENT, % ' (ASTMD2172) 5.3 4.5-6.5 1 1/2" 1" 100 100 MARSHALL DENSITY, pci 98 87-100 (ASTM D1559) 1/2 MARSHALL STABILITY, lbs 79 70-87 3/8 FLOW 1/100 64 55-76 NO.4 MAX THEORETICAL 48 35-52 DENSITY, pci (ASTM D 2041) 8 AIR VOIDS MIX, % , ' 37 22-40 16' STABILOMETER VALUE 28 44 HVEEM UNIT WT. pci 154.0 30 20 8-24 50 12 5-18 100 7 '200 2.5 0-7 ASTM C-136, C117 Distribution: - City of Carlsbad / D. Cook y: Submitted B Ja es Copley, QE 15 yé 'ior Engineer A LAW/CRANDALL, INC. 9177 SKY PARK-COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4277 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 6-29-94 @ Sta 222+00, left of centerline SUBMITTED BY: C. Abalos DATE: 6-29-94 TYPE: 3/4"AR 4000, Class B AUTHORIZED BY: D. Cook DATE: 6-29-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: SIEVE % PASSING SPECIFICATION TEST RESULT , SPECIFICATION SIZE ACCUMULATIVE 203-6.3.3 BITUMEN CONTENT, % 2 (ASTMD2172) 5.2 4.5-6.5 1 1/2" 1 1. 100 100 MARSHALL DENSITY, pci 99 87-100 (ASTMD1559) MARSHALL STABILITY, lbs 1/2 ' 80 70-87 3/8 61 55-76 FLOW 1/100 NO.4 MAX 'THEORETICAL 42 35-52 DENSITY, pci (ASTM D 2041) AIR VOIDS MIX, % 8 31 22-40 STABILOMETER VALUE 16 23 39 35 min HVEEM UNIT WT. pci 30 17 8-24 ' 153.2 50 11 5-18 100 6 200 3.4 0-7 ASTM C-136, C117 Distribution: City of Carlsbad / D. Cook 7 ;;;3 7 Submitted B L)enior fnes Copley, Engineer 7 LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4278 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 6-29-94 @ Sta. 94+50, Load #55 @ 1375 tons SUBMITTED BY: C. Abalos DATE: 6-29-94 TYPE: Class B, 3/4" ARE 4000 AUTHORIZED BY: D. Cook DATE: -29-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: SIEVE % PASSING SPECIFICATION . TEST RESULT SPECIFICATION. SIZE ACCUMULATIVE SSPWC Class B 2 BITUMEN CONTENT, % (ASTM 02172) 5.2 4.5-6.5 1 1/2' 1" 100 100 3/4• MARSHALL DENSITY, pcI 99 87-100 (ASTM D1559) 1/2 MARSHALL STABILITY, lbs 83 70-87 3/8 FLOW 1/100' 73 55-76 NO.4 MAX THEORETICAL . 54 35-52 DENSITY, pcI (ASTM D 2041) 8 AIR VOIDS MIX,% 39 22-40 16 STABILOMETER VALUE 29 . 41 35 min HVEEM UNIT WT, pcI 30 21 8-24 154.0 50 13 5-18 100 8 200 4.6 0-7 ASTM C-136, C117 Distribution: . City of Carlsbad / D. Cook Submitted By: 1.~~ felw~ ame Copley, ROE 1 Seni r Engineer 522/ LAW/CRANDALL, INC. JUL 15 1994 9117 SKY PARK COURT SASJDiEGO, CA. 92123 (619) 278-3600 L TV OF FJ PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4259 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 6-28-94 Sta. 163+00, It of CL, Ld #24 @ 607.49 tons SUBMITTED BY: C. Abalos DATE: 6-28-94 TYPE: Class B, 3/4" Aft 4000 AUTHORIZED BY: D. Cook DATE: 6-28-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: SIEVE % PASSING SPECIFICATION TEST. RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Class B 2 BITUMEN CONTENT, % (ASTM D2172) 4.6 4.5-6.5 11/2 1" 100 100 MARSHALL DENSITY, pcI 99 87-100 (ASTM D 1559) 1/2" / MARSHALL STABILITY, lbs 77 70-87 3/8 FLOW 1/100" 54* 55-76 NO.4 MAX THEORETICAL 39 35-52 DENSITY, pcf (ASTM D 2041) 8 AlR VOIDS MIX, 33 22-40 16 STABILOMETER VALUE 27 51 35 min 30 HVEEM UNIT WT, pcI 22 8-24 159.6 50 15 . 5-18 100 9 200 4.8 0-7 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of Carlsbad / D. Cook Submitted 1522,/ ()Øior Engineer LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4258 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 6-28-94 Sta. 216+85, It of CL, Ld #37 @ 929.31 tons SUBMITTED BY: C. Abalos DATE: 6-28-94 TYPE: Class B, 3/4" ARE 4000 AUTHORIZED BY: D. Cook DATE: 6-28-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: SIEVE % PASSING SPECIFICATION TEST RESULT. SPECIFICATION ° SIZE ACCUMULATIVE SSPWC Class B 2 BITUMEN CONTENT, % . (ASTM D2172) 5.1 4.5-6.5 1 1/2' 1" 100 100 MARSHALL DENSITY, pct 100 87-100 (ASTM D1559) 1/2 MARSHALL STABILITY, lbs 86 70-87 3/8 FLOW 1/100' 70 55-76 NO.4 MAX THEORETICAL 48 35-52 DENSITY, pct (ASTM D 2041) 8 AIR VOIDS MIX, % 35 .22-40 16 STABILOMETER VALUE . 25 47 . 35 min HVEEM UNIT WT, pci 30 18 8-24 153.7 50 11 5-18 100 6 200 3.6 0-7 ASTM C-136, C117 Distribution: City of Carlsbad / D. Cook Submitted Iior Engineer es Copley, RJZE 5227 LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4249 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 6-27-94 @ Sta 216+00, left of centerline SUBMITTED BY: C. Abalos DATE: 6-27-94 TYPE: 3/4" AR 4000, Class B AUTHORIZED BY: D. Cook DATE: 6-27-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: SIEVE %PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE 203-6.3.3 2 BITUMEN CONTENT, % (ASIM 02172) 5.1 4.5-6.5 1 1/2" 1" 100 100 MARSHALL DENSITY, pci 100 87-100 (ASTMD1559) 1/2 MARSHALL STABILITY, lbs 80 70-87 3/8 FLOW 1/100 64 55-76 NO.4 MAX THEORETICAL 47 35-52 DENSITY, pci (ASIM 0 2041) 160.0 8 AIR VOIDS MIX, % 35 22-40 3.1 16 STABILOMETER VALUE 26 41 HVEEM UNIT WT. pci 30 19 8-24 155.0 50 12 5-18 100 7 200 3.6 0-7 ASTM C-136, C117 Distribution: City of Carlsbad / D. Cook Submitted By Se or Engineer 522 9177 SKY PARK COURT LAW/CRANDALL, INC. SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4250 JOB NO:: 2406.20075.000 1 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 6-27-94 @ Sta 162+50, left of centerline SUBMITTED BY: C. Abalos DATE: 6-27-94 TYPE: 3/4" AR 4000, Class B AUTHORIZED BY: D. Cook DATE: 6-27-94. SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: SIEVE' % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE 203-6.3.3 2 BITUMEN CONTENT, % (ASTM D2172) 5.3 4.5-6.5 1 1/2' 1" 100 100 MARSHALL DENSITY, pcf 97 87-100 (ASTM D1559) 1/2 MARSHALL STABILITY, lbs 73 70-87 3/8 FLOW 1/100 57 55-76 NO.4 MAX THEORETICAL 37 35-52 DENSITY, pcf (ASTM 0 2041) 160.7 8 AIR VOIDS MIX, 28 22-40 4.3 16 STABILOMETER VALUE 21 45 30 HVEEM UNIT WT. pcf 16 8-24 153.8 50 10 5-18 100 6 200 3.4 0-7 ASTM C-136, C117 Distribution: City of Carlsbad / D. Cook Submitted By: 7ri Copley, Rc4 52 2 Engineer LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 3508 JOB NO.: 2406.20075.0001 LOCATION: El Camino Real @ Sta. 319+00 SAMPLED BY: G. Goodman DATE: 12-16-93 (right turn) SUBMITTED BY: G. Goodman DATE: 12-16-93 TYPE: B3 AUTHORIZED BY: D. Cook DATE: 12-16-93 SOURCE Industrial Asphalt / Vista: REVIEWED BY: L. Collins REPORT DATE: 12-28-93 MIX: 3/4" AR4000 SIEVE % PASSING SPECIFICATION . TEST RESULT SPECIFICATION SIZE ACCUMULATIVE 2 BITUMEN CONTENT, % 5.0 4.6-6.5 (ASTM D2172) 1 1/2" - 1" 100 . 100 3/4•• :':.. : 87100 'MARSHALL DENSITY, I. (ASTM D 1559) _. 80 70-87 MARSHALL STABILITY, lbs 3/8" 68 55-76 FLOW 1/100 NO.4 47 35-52 MAX THEORETICAL DENSITY, pcI (ASTM D 2041) 8 37 22-40 AIR VOIDS MIX, % 16 29 STABILOMETER VALUE 30 22 8-24 HVEEM UNIT WT, pci 50 15 5-18 100 10 rs 200 6 0-7 - ASTM C-136,C117 . Distribution , " - !Za City of Carlsbad D.. : t) — — ----------------------- - Submitted By - .• me Copley, R0W1522/ - ............... en r Engineer LAW/CRANDALL, INC.' 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 3465 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @ Sta. SAMPLED BY: G. Goodman DATE: 12-14-93 339+00 SUBMITTED BY: G. Goodman DATE: 12-14-93 TYPE: B3 AUTHORIZED BY: T. Alcala DATE: 12-14-93 SOURCE: Industrial Asphalt, Inc. REVIEWED BY: L. Collins REPORT DATE: 12-17-93 MIX: SIEVE SIZE % PASSING ACCUMULATIVE SPECIFICATION Greenbook B3 TEST RESULT SPECIFICATION 2 BITUMEN CONTENT, % (ASTM D 2172) 5.0 4.5-6.5 1 1/2" 1" 100 3/4" 100 87-100 MARSHALL DENSITY, pcI (ASTM 01559) 1/2" 87 70-87 MARSHALL STABILITY, lbs 3/8" 73 55-76 FLOW 1/100 NO.4 46 35-52 MAX THEORETICAL DENSITY, pcI (ASTM 02041) 8 35 22-40 AIR VOIDS MIX, % 16 28 STABILOMETER VALUE 48 35 min 30 21 8-24 HVEEM UNIT WT, pcI 159.0 50 14 5-18 100 8 200 5 0-7 ASTM G-136, G117 Distribution: City of Carlsbad / S456789 CoQk Il JAN 1994 fQ RICIN10 4 Cz zzvzo, bmitted By: m Copley, RQ152 C7r Engineer AAw LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 3466 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @ Sta. SAMPLED BY: G. Goodman DATE: 12-14-93 162+50 SUBMITTED BY:G. Goodman DATE: 12-14-93 TYPE: B3 AUTHORIZED BY: T. Alcala DATE: 12-14-93 SOURCE: Industrial Asphalt, Inc. REVIEWED BY: L. Collins REPORT DATE: 12-17-93 MIX: SIEVE SIZE % PASSING ACCUMULATIVE SPECIFICATION Greenbook Sect. 203-6.3.2 TEST RESULT SPECIFICATION 2" Class B 0/ BITUMEN CONTENT, (ASTM D 2172) 5.4 4.5-6.5 11/2" 1" 100 3/4" 100 87-100 MARSHALL DENSITY, pci (ASTM 0 1559) 1/2' 85 70-87 MARSHALL STABILITY, lbs 3/8" 71 55-76 FLOW 1/100 NO.4 47 35-52 MAX THEORETICAL DENSITY, pci (ASTM D 2041) 8 36 22-40 AIR VOIDS MIX, % 16 27 STABILOMETER VALUE 47 30 20 8-24 HVEEM UNIT WT, pcf 157.2 50 13 5-18 100 8 200 4 0-7 ASTM C-136, C117 City of Carlsbad I D. Cook Submitted By me Copley, ROE &t-22 n r Engineer LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad - LAB NO.: 3446 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @ Sta. SAMPLED BY: C. Abalos DATE: 12-10-93 127+50 SUBMITTED BY: C. Abalos DATE: 12-10-93 TYPE: AUTHORIZED BY: T. Alcala DATE: 12-10-93 SOURCE: Industrial Asphalt/ San Marcos REVIEWED BY: L. Collins REPORT DATE: 12-16-93 MIX: SIEVE SIZE % PASSING ACCUMULATIVE SPECIFICATION Greenbook Class B Sect. 203-6.3.2 ' TEST RESULT- SPECIFICATION 2 " BITUMEN CONTENT, % (ASTM D2172) 5.5 4.5-6.5 11/2" 1" 100 3/4" 100 87-100 MARSHALL DENSITY, pci (ASTM D 1559) 1/2" 80 70-87 MARSHALL STABILITY, lbs 3/8" 66 55-76 FLOW 1/100 NO.4 46 35-52 MAX THEORETICAL DENSITY, pci (ASTM D 2041) 8 35 22-40 AIR VOIDS MIX. % 16 27 STABILOMETER VALUE 30 20 8-24 HVEEM UNIT WT, pci 50 13 5-18 100 8 200 5 0-7 ASTMi36, C117 Distribution: City of Carlsbad / D. By: am s Copley, RE 52 Se or Engineer N AAk LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 3453 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Road @ SAMPLED BY: C. Abalos DATE: 12-10-93 Sta. 136+50@ 11:00am SUBMITTED BY: C. Abalos DATE: 12-10-93 TYPE: AUTHORIZED BY: D. Cook DATE: 12-10-93 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 12-28-93 MIX: 3/4" AR4000 SIEVE % PASSING SPECIFICATION TEST RESULT I SPECIFICATION II SIZE ACCUMULATIVE Sect. 203-6.3.2 "B" 2" BITUMEN CONTENT, % (ASTM 02172) 5.8 4.5-6.5 1 1/2" 1" 100 100 3/4" 100 87-100 MARSHALL DENSITY, pcI (ASTM _0_1559) 1/2" 84 70-87 MARSHALL STABILITY, lbs 3/8" 70 55-76 FLOW 1/100' NO.4 48 35-52 MAX THEORETICAL DENSITY, pci (ASTM D 2041) 8 35 22-40 AIR VOIDS MIX, % 16 26 STABILOMETER VALUE 30 20 8-24 HVEEM UNIT WI, pci 50 14 5-18 100 9 200 5 0-7 ASTM 0-136, 0117 Distribution: City of Carlsbad / D. Cook Submitted By: 9177 SKY PARK COURT LAW/CRANDALL, INC. SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 3446 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @Sta. SAMPLED BY: G. Goodman DATE: 12-08-93 326+80 . SUBMITTED BY: G. Goodman DATE: 12-08-93 TYPE: B3 AUTHORIZED BY: D. Cook DATE: 12-08-93 SOURCE: Industrial Asphalt / San Marcos REVIEWED BY: L. Collins REPORT DATE: 12-13-93 MIX: 3/4"AR4000. SIEVE SIZE %PASSING ACCUMULATIVE SPECIFICATION Greenbook Sect. 203-6.3.2 TEST RESULT SPECIFICATION 2' BITUMEN CONTENT, % (ASTM D 2172) 5.0 4.5-6.5 1 1/2" 1" 100 100 3/4" 99 87-100 MARSHALL DENSITY, pci (ASTMD1559) 154.6 1/2" 76 70-87 MARSHALL STABILITY, lbs 3/8" 60 55-76 FLOW 1/100 NO.4 37 35-52 MAX THEORETICAL DENSITY, pci (ASTM D 2041) 8 29 22-40 AIR VOIDS MIX, ,0 °' 16 23 STABILOMETER VALUE 39 35 min 30 18 8-24 HVEEM UNIT WT, pci 157.0 50 13 5-18 100 8 200 5 0-7 /- IIVI L,-1jb, L.111 City of Carlsbad / D. Cook Submitted BY LAW/CRANDALL, INC. 10037 BARNES CANYON ROAD, STE A SAN DIEGO, CA 92121 (619) 458-9379 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO:3189 JOB NO.: 2406.20075.0001 LOCATION: Detour road @ Sta.177+20 SAMPLED BY:P. Harris DATE:9/28/93 SUBMITTED BY:P. Harris DATE:9/28/93 TYPE:B2 AUTHORIZED BY:R. Cook DATE:9/28/93 SOU RCE:Industrial Asphalt/Carlsbad REVIEWED BY: L. Collins REPORT DATE:10/12/93 MIX:3/4" AR4000 SIEVE SIZE % PASSING ACCUMULATIVE SPECIFICATION Green book Sect. 400-4.3 TEST RESULT SPECIFICATION 2 BITUMEN CONTENT, % (ASTM D2I72) 5.5 4.6-6.0 1 1/2" 1" 100 100 3/4' 97 90-100 MARSHALL DENSITY, pci (ASTM D 1559) 1/2" 84 MARSHALL STABILITY, lbs 3/80 71 60-75 FLOW 1/100 NO.4 47 40-55 MAX THEORETICAL DENSITY, pci (ASTM D 2041) 8 36 27-40 AIR VOIDS MIX,% 16 28 STABILOMETER VALUE 30 21 12-22 HVEEM UNIT WT, pci 50 14 100 8 200 5 3-6 ASTM C-136, C117 Distribution: City of Carlsbad/R. Cook Submitted By: Senio Engineer A LAW/CRANDALL, INC. 10037 BARNES CANYON ROAD, STE A SAN DIEGO, CA 92121 (619) 458-9379 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.:3187 JOB NO.: 2406.20075.0001 LOCATION: Detour Road @ Sta.173+00 SAMPLED BY:P. Harris DATE:9/28/93 SUBMITTED BY:P. Harris DATE:9/28/93 TYPE:B2 AUTHORIZED BY:D. Cook DATE:9/28/93 SOURCE:Industral Asphalt/Carlsbad REVIEWED BY: L. Collins REPORT DATE:10/12/93 MIX:3/4" AR4000 SIEVE SIZE % PASSING ACCUMULATIVE SPECIFICATION Green book Sect. 400-4.3 TEST RESULT SPECIFICATION 2 BITUMEN CONTENT, % (ASTMD2172) 5.4 4.6-6.0 1 1/2" 1" 100 100 3/4" 98 90-100 MARSHALL DENSITY, pci (ASTMD1559) 1/2" 82 MARSHALL STABILITY, lbs 3/8" 69 60-75 FLOW 1/100' NO.4 49 40-55 MAX THEORETICAL DENSITY, pcI (ASTM D 2041) 8 39 27-40 AIR VOIDS MIX,% 16 30 STABILOMETER VALUE 30 23 12-22 HVEEM UNIT WT, pcI 50 14 5-18 100 8 200 4 3-6 AiIM (-136, C117 Distribution: City of Carlsbad/R. Cook Submitted Y ,JmeopIey, RQEtf5 / j* Engineer - - - MA'? 24 '95 03:31PM L/CS.D. BRANCH 7cicr 3/SC P.2/3 'LAW/cRANDALL,' IC. 91 SKY PARK COURT SA— JIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: City of Carlsbad LAB NO.: 4138 JOB NO.: 2406.20075.000 1 LOCATION: El Camino Real @ Sta. 330+50, SAMPLED BY: C. Abalos DATE: 5-12-94 south bound SUBMITTED BY:C. Abalos DATE: 5-12-94 TYPE: Existing aggregate base AUTHORIZED BY: T. Alcala DATE: 5-12-94 SOURCE: Not submitted . REVIEWED BY: L. Collins REPORT DATE:6-1-94 MIX: Test Result Specification Test STD Sieve Size Acc Pass umulative Specification Fineness Modulus 4" Dry. Rodded Unit Weight, pci C29 3" Lightweight. Pieces, % C123 2" Clay Lumps and Friable Particles C142 1-1/2" Organic Impurities . C40 1-1/6" .: Sand Equivalent Value 19 2 5 C2419 1" 100 ?'O . . Resistance to Abrasion %Wear, rev. C131 Grading 3/4" 99 % Wear, 500 rev. 1/2" 91 %Wear, rev. C535 Grading 3/8" 82 % Wear, 1000 rev. 1/4" - : Scratch Hardness,% by Wt. I Cnt. C235 No.4 62 3 Fractured Faces,%by Wt. /Cnt. 8 50 Liquid Limit / Plasticity Index 27/11 D4318 10 - . Cleanness Value Calif. 227 16 41 30 33 /0 -3u Moisture Density Relations Max. Dry Density,plc 0 D698 0 D1557 0 AASHTO T99 11AASHTOT180 40 Optimum Moisture, 50 27 Method 100 22 . Specific Gravy Absorption, % 0C127 0C128 Bulk (Dry) . Bulk (SSD) Finer than 200 18 . ASTMC11 Apparent DISTRIBUTION: City of Carlsbad / D. Cook SUBMITTED BY: (s Copley, FR E ~622/ ;Jan rEngineer