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HomeMy WebLinkAbout3466; OLIVENHAIN RD WIDENING & REALIGNMENT; PHYSICAL PROPERTIES OF AGGREGATES 1997; 1997-12-24LAW/CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES. INC. PHYSICAL PROPERTIES OF AGGREGATES PROJECT: Olivenhain Road LAB NO.: 8392 PROJECT NO.: 70341-5-0396.10 SAMPLED BY: R Salisbury DATE: Dec. 20, 1997 SUBMITTED BY: P.. Salisbury DATE: Dec. 20, 1997 TYPE: Class II Agg. Base AUTHORIZED BY: D. Moore DATE: Dec. 20, 1997 SOURCE: HG Fenton Mat'l Co., Plant #16 REVIEWED BY: B. Crystal REPORT DATE: Dec. 24, 1997 LOCATION: sampled @ sta. 5+50, EB lanes, Northside of Road SIEVE SIZE % PASSING SPECIFICATION TEST RESULT SPECIFICATION TEST Sm 4" Caltrans Sect. 26 3" Sand Equivalent Value 36 25 mm. C2419 2" 1-1/2" 1-1/8" 1" . 100 100 3/4" 100 90-100 1/2" 87 3/8" 77 1/4" No. 4 55 35-60 8 41 10 16 32 Moisture Density Relations Max Dry itY,PfC 138.5 ( ) D698 (x) D1557 ( )AASHTO T99 ( ) AASHTO T180 30 26 10-30 Optimum Moisture% 8.0 40 thod C 50 18 100 12 200 8.5 2-9 ASIM U-136, C117 Distribution: City of Carlsbad! D. Moore Submitted By: David C. Wilson, R E #54734 9177 SKY PARK CT • SUITE A • SAN DIEGO, CA 92123 (619) 278-3600 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: Olivenhain Rd. LAB NO.: 7944 JOB NO.: 4 1.50396.10 LOCATION: Olivenhain Rd sta. SAMPLED BY: R. Salisbury DATE: 07/30/97 10+75 (approx.) from windrow SUBMITTED BY: R. Salisbury DATE: 07/30/97 TYPE: Agg. Base AUTHORIZED BY: Lupe DATE: 07/30/97 SOURCE: Fenton, Carroll Cyn. REVIEWED BY: L. Collins REPORT DATE: 08/05/97 MIX: SIEVE % PASSING SIZE SPECIFICATION TEST RESULT SPECIFICATION TEST 71 4" Dry Rodded Unit Weight, pcf C29 3" CT Sect. 26 Lightweight Pieces, % C123 2" Clay Lumps & Friable Particles C 14 1-1/2" Organic Impurities C40 1-1/8" Sand Equivalent Value 34 25 mm. C2419 C131 1" 100 100 Resistance to Abrasion %Wear, rev 3/4" 99 90-100 % Wear, 500 rev Grading 1/2" 83 % Wear, rev %Wear, 1000 rev C535 3/8" 71 Grading 1/4" - R-Value No. 4 51 35-60 Fractured Faces, % by Wt./Cnt. 8 33 Liquid Limit I Plasticity Index / / D4318 10 - - Cleanness Value Ca1if227 16 24 Moisture Density Relations Max Dry Density,pfc ( )D698 ( )D1557 ( ) AASHTO T99 ( ) AASHTO T180 30 19 10-30 Optimum Moisture% 40 - Method 50 14 Specific Gravity Absorption, % ( ) C127 ( )C128 100 10 Bulk (Dry) 200 7.6 2-9 Bulk (SSD) Apparent AS MU-liö,UII/ Distribution: City of Carlsbad! D. Cook (2c) Submitted By: David C. Wilson, RCE #54734 materia11formstogrop.doc OCT 29 '97 14:28 FR L14/CRRNDLL 619 278 5308 TO 17604315769 LAW/CRANDALL P. DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INO. P. 82/82 PHYSICAL PROPERTIES OF AGGREGATES PROJECT:- Olivenhain Rd- LAB NO.: 7943 & 7944 - JOB NO.: 41.50396.10 LOCATION: Oliverahain Rd. @ sta. SAMPLED BY: it Salisbury DATE: 07129 & 7/30 10+75 (approx.) from windrow SUBMITTED BY: R. Salisbury DATE: 07)29 & 7/30 TYPE: Agg. Base AUTHORIZED BY: Lupe DATE: 07/30197 SOURCE: Fenton, Carroll Cyn. REVIEWED BY: L. Collins REPORT DATE: 08/05/97 MIX: REVISED REPORT SIEVE %PASSINCi - SPECIFICATION SIZE TEST RESULT 1 SPECIFICATION TEST STD 4" Day Rodded Unit Weight, pcf C29 3" CT Sect. 26 Lightweight Pieces, % C123 2" Clay Lumps & Friable Particles C142 1-1/2" Organic Impurities C40 1-118" Sand Equivalent Value 34 25 mm. C2419 C131 1" 100 100 Resistance to Abrasion %Wear, rev 3/4" 0 99 90-100 % Wear, 500 rev . Craning 1/2" 83 % Wear, rev %Wear, 1000 rev C535 3/8" 71 Grading 1/4" - R-Value I / No. 4. - 51 35-60 Fractured Faces, % by Wc./Cnt. 8 33 Liquid Limit / Plasticity Index / I D4319 010 - Cleanness Value - CaJif227 16 24 Moisture Density Relations Max Dry Denslt'/,pfc 134.8 ( )D698 (X)D1557 C ) AASHTO T99 ( ) AASHTO TISO 30 19 10-30 Optimum Moistvre% 7.7 40 - MEthod C - 50 14 . Specific Gravity Absorption, % ( )C127 ( ) C128 100 10 Bulk (Dry) 200 7.6 2-9 Bulk(SSD) Apparent ASTM C-136, CI 17 Distribution: City of Carlsbad/ D. Cook (2c) 0'."Submitted By: David C. Wilson, RCE 1/54734 in.oeriollfnn,,.staWrop.doc 91.77 SKY PARK CT - SUITE A SAN DIEGO, CA 92123 (619) 278.5600 ** TOTAL PAOE.82 ** V1 LAW/CRANDALL, INC. ENGINEERING AND ENVIRONMENTAl.. SERVICES PHYSICAL PROPERTIES OF AGGREGATES PROJECT: Oliverthain Rd. LAB NO.: 7663 JOB NO.: 4 1.50396.10 LOCATION: Oliverthain Rd. SAMPLED BY: G. Goodman DATE: 05/13/97 SUBMITTED BY: G. Goodman DATE: 05/13/97 TYPE: AUTHORIZED BY: D. Cook DATE: 05/13/97 SOURCE: stockpile REVIEWED BY: L. Collins REPORT DATE: 06/06/97 MIX: SIEVE % PASSING SPECIFICATION SIZE . TEST RESULT SPECIFICATION T TEST STh 4" Dry Rodded Unit Weight, pcf C29 3" Lightweight Pieces, % C123 2" Clay Lumps & Friable Particles C142 1-1/2" Organic Impurities C40 1-1/8" Sand Equivalent Value 39 not specified C2419 C131 1" Resistance to Abrasion % Wear, rev 3/4" % Wear, 500 rev Grading 1/2" % Wear, rev %Wear, 1000 rev C535 3/8" Grading 1/4" R-Value No. 4 Fractured Faces, % by WtiCnt. 8 Liquid Limit / Plasticity Index / / D4318 10 Cleanness Value Ca1iI227 16 Moisture Density Relations Max 0ry Dcnsity,pfc ( ) D698 ( ) D1557 ( ) A.ASHTO T99 ( ) AASHTO T180 30 Optimum Moisture% 40 Method 50 Specific Gravity Absorption, % ( ) C127 ( )C128 100 Bulk (Dry) 200 Bulk (SSD) Apparent ASTMC-136,C117 Distribution: City of Carlsbad! D. Cook (2c) Submitted By: David C. Wilson, RCE #54734 S DIEGO, CA 92123 9I77SKYPARKCT. (619) 278.3600• FAX(619)279-5300 A LAW/CRANDALL, INC. ENGINEERING AN'O ENVIRONMENTAL SERVICES JUL I 1 1997 PHYSICAL PROPERTIES OF AGGREGA C1 Y T ILL, rT PROJECT: Olivenhain Rd. LAB NO.: 7656 JOB NO.: 4 1.50396.10 LOCATION: Olivenhain Rd. & El SAMPLED BY: G. Goodman DATE: 05/09/97 Camino Real, n.e. corner buttress fill SUBMITTED BY: G. Goodman DATE: 05/09/97 TYPE: site material AUTHORIZED BY: D. Cook DATE: 05/09/97 SOURCE: 0 REVIEWED BY: L. Collins REPORT DATE: 06/06/97 MIX: SIEVE SIZE % PASSING ' 'SPECIFICATION TEST RESULT I SPECIFICATION TEST STh 4" Dry Rodded Unit Weight, pcf C29 3" Lightweight Pieces, % C123 2" Clay Lumps & Friable Particles C142 1-112" Organic Impurities C40 Sand Equivalent Value 12 not specified C2419 C131 1" Resistance to Abrasion % Wear, rev 3/4" ' % Wear, 500 rev Grading 112" % Wear, rev %Wear, 1000 rev C535 3/8" Grading 1/4" R-Value / I No. 4 ' Fractured Faces, % by WtJCnt. 8 Liquid Limit / Plasticity Index / I D4318 10 Cleanness Value Ca1it227 16 ' Moisture ] Density Relations Max Dry Density,pfc C ) D698 ( ) Dl557 ()AASHTO T99 ( ) AASHTO T180 30 Optimum Moisture°!. 40 Method so Specific Gravity Absorption, % '( ) C127 ( )C128 100 Bulk (Dry) 200 Bulk (SSD) Apparent ASTMC-136,C117 Distribution: RCE#54734 City of Carlsbad! D. Cook (2c) Submitted By: David C. Wilson, materio1yonnsIarop.doc 9177 SKY PARK CT. • SAN DIEGO, CA 92123 (619)270-3600. FAX (619) 278-5300 ONEOFMIAWCOWANIES