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Home My WebLink About3667-1; 1998 STREET SEAL; PHYSICAL PROPERTIES OF ASPHALT CONCRETE;PHYSICAL PROPERTIES OF ASPHALT CONCRETE I1R0JECT: Slurry Seal 1998 PROJECT NO: 70341-5-0396.25 FLAB NO: 9658 (CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan (DATE SAMPLED: May 25, 1999 (TYPE: 1/2 mix DATE RECEIVED: May 25, 1999 DATE TESTED: June 1, 1999 SOURCE: Industrial Asphalt/Vista FIELD NO.: * * DATE REPORTED: June 7, 1999 I SAMPLE LOCATION: Ave. Delprasio SIEVE ANALYSIS (Cal Test 202) __ ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION TEST RESULT 1 TEST STD 1-1/2 ** not tOO submitted BITUMEN CONTENT, % (Cal 5.7 _Test _382) not submitted 3/4' 100 ** 1/2' 100 BULK SPECIFIC GRAVITY (Cal 2.420 _Test _308) 3/8" 77 ** No.4 57 ** UNIT WEIGHT, PCF (Cal 151.0 _Test _308) 8 41 ** 16 33 . ** STABILOMETER (Cal 44 _Test _366) 35 nun. 3D 26 ** 50 14 ** SWELL (Cal d.n.r. _Test _305) ** 100 - 7 ** 200 3.8 ** MOISTURE CONTENT, % (Cal Test 370) d.n.r. PRELIMINARY SUBMITTA1. Distribution: City of Carlsbad! D. Moore SUBJECT TO FINAL REVIEW Submitted By: David C. Wilson, RCE# 54734 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: Slurry Seal 1998 PROJECT NO: 70341-5-0396.25 FLAB NO: 9669 CLIENT: City of Carlsbad ISAMPLED BY: T. McClanahan DATE SAMPLED: May 27, 1999 TYPE: 1/2 mix DATE RECEIVED: May 27, 1999 DATE TESTED: May 28, 1999 SOURCE: Industrial AsphalllVista FIELD NO.: ** DATE REPORTED: June 7, 1999 SAMPLE LOCATION: Bolero, Rocoso, La Duela, Roble,La Capela, Atadero SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE 1 SIZE %PASSING SPECIFICATION TEST F--RESULT TEST STD not 1" 100 submitted BITUMEN CONTENT, % (Cal 6.5 _Test _382) not submitted 3/4" 100 1/2' 89 ** BULK SPECIFIC GRAVITY (Cal 2.556 _Test _308) 3/8" 78 ** No.4 62 ** UNIT WEIGHT, PCF (Cal 159.5 _Test _308) 8 48 ** 16 39 . ** STABILOMETER (Cal 34* _Test _366) 35 min. 30 31 50 21 ** SWELL (Cal d.n.r. _Test _305) 100 . 13 ** 200 7.7 ** MOISTURE CONTENT, % (Cal Test 370) d.n.r. gvia.xttnum I neoreucat p. Lir.= I bLt,; Air Vo Ids= I .9'Yo PRELIMINARY SUBMITTAL Distribution: City of Carlsbad/D. Moore yJlc:CT TO FINAL REVIE'& Submitted By: - David C. Wilson, RCE# 54734 PHYSICAL PROPERTIES OF ASPHALT CONCRETE Slurry Seal 1998 1 PROJECT NO: 70341-5-0396.251 LAB NO: 9661 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan rDATE SAMPLED: May 26, 1999 TYPE: 1/2" mix DATE RECEIVED: May 26, 1999 DATE TESTED: June 1, 19J SOURCE: Industrial Asphalt/Vista FIELD NO.: ** DATE REPORTED: June 9, 1999 I SAMPLE LOCATION: 0 SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION ' TEST RESULT TEST STD 1-112" ** not I" 100 submitted BITUMEN CONTENT, % (Cal 6.2 _Test _382) not submitted 3/4" 100 1/2" 100 ** BULK SPECIFIC GRAVITY (Cal 2.526 _Test _308) 3/8" 83 No.4 61 ** UNIT WEIGHT, PCF (Cal 157.6 _Test _308) 8 45 16 35 . ** STABILOMETER (Cal 37 _Test _366) 35 mm. .30 26 ** 50 17 ** SWELL (Cal d.n.r. _Test _305) ** 100 . 10 ** 200 5.8 ** MOISTURE CONTENT, % (Cal Test 370) d.n.r. l\laxlmum I neoreucat bp. Ur.=I2./, Air Void S=i.I'Yo Distribution: City of Carlsbad! D. Moore PRELIMINARY SUBMITTAL Submitted By: SUBJECT TO FINAL REVIEW David C. Wilson, RCE# 54734 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-1 PROJECT NO: 7034 1.50396.25 LAB NO: 9644 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: May 21, 1999 MATERIAL: slurry seal sand DATE RECEIVED: May 21, 1999 DATE TESTED: May 21, 1999 SOURCE: Hanson DATE REPORTED: June 7, 1999 LOCATION: slurry seal sand, Orion Street SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE %PASSING • SPECIFICATION TEST RESULT TEST STD 6" Durability Coarse Aggregate (Cal Test 229) D.N.R. 4" *5 5* 2' *8 Durability Fine Aggregate (Cal Test 229) D.N.R. 5* 11/2" I" 'C ' Wet Track Abrasion (ASTMD39IO) 26.8 g/sf 50 g/sf max. 3/4" 5* 5* 1/2" ' 3/8" SPEC. No.4 100 100 8 94 90-100 16 74 65-90 30 52 40-60 50 35 25-42 100 25 15-30 200 18.8 10-20 R-VA LU E TEST RESULTS (Cal Test 301) ___________ SPECIMEN . ] A [ B C Compactor Pressure (psi) 5* Moisture Q. Compaction Density (Ibs./cu.(l.) R-Value Stabilometer * * 58 * * Exudation Pressure (psi) * * 8 * * R-Value by Stabilometer @ 300 psi Exudation k-Value at _Equilibrium * Denotes deviation from specified limits. PRELIMINARY SUBMITTAL Distribution: City of Carlsbad. Wade SUBJECT TO FINAL REVIEW Submitted By: PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-I PROJECT NO: 7034 1.50396.25 LAB NO: 9663 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: May 24, 1999 MATERIAL: slurry seal sand DATE RECEIVED: May 24, 1999 DATE TESTED: May 24, 1999 SOURCE: Hanson DATE REPORTED: June 7, 1999 LOCATION: slurry seal sand, Orion & Farad)' St. SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION TEST RESULT TEST STD 6" 5. ** Durability Coarse Aggregate (Cal D.N.R. _Test _229) 2" ** Durability Fine Aggregate (Cal Test 229) D.N.R. 1-1/2" *5 5* * * * Wet Track Abrasion (ASTMD39IO) 19.0 g/sf 50 g/sf max. 3/4" ** *e 1/2" 3/8" 00 SPEC. No.4 100 100 8 92 . 90-100 16 69 65-90 30 46 40-60 50 30 25-42 100 21 15-30 200 14.9 10-20 R-VALUE TEST RESULTS (Cal Test 30I) SPECIMEN , A B C Compactor Pressure (psi) * * * * Moisture © Compaction Density (lbs./cu.fL) as *5 * * R-Value Stabilometer Exudation Pressure (psi) $ * R-Value by Stabilometer@ 300 psi Exudation ** - It-Vnluc at Equilibrium * * ucI1ucs ucviatiuii iruru spcciiieu 11111115. Distribution: City of Carlsbad. Wade .. - Submitted By: SUBJECT TO FINAL REVIEW PRELIMINARY SUBMITTAL TUJCT TO FINAL REVIEW PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-I 1 PROJECT NO: 7034 1.50396.25 J LAB NO: 9664 CLIENT: City of Carlsbad ISAMPLED BY: T. McClanahan DATE SAMPLED: May 25, 1999 MATERIAL: slurry seal sand JDATE RECEIVED: May 25, 1999 DATE TESTED: May 25, 1999 SOURCE: Hanson JDATE REPORTED: June 7, 1999 LOCATION: slurry seal sand SIEVE ANALYSIS (Cal Test 202) IF ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION TEST RESULT TEST STD 6" ** 01 Durability Coarse Aggregate (Cal Test 229) D.N.R. 4 * * * 2" 0* Durability Fine Aggregate (Cal Test 229) D.N.R. 0* 1.1/2" 0* *0 I" *• Wet Track Abrasion (ASTM D3910) D.N.R. 50g/sf max. 3/4' 0* *0 l/2 3/8w SPEC. - No.4 IOU 100 8 94 90-100 16 70 65.90 30 47 40.60 50 31 25-42 100 21 15-30 200 15.4 10-20 [ R-VALUE TEST RESULTS (Cal Test 30I) [_SPECIMEN ]_A B J_C ] CompactorPressure(psi) * * a * * * Moisture ©_ Compaction (%) 0* *0 0 Density(lbs./cu.ft.) *0 0* *0 R-Value Stabilometer * * * * Exudation Pressure(psi) 0* 0* *0 R-Value by Stabilometcr @300 psi Exudation R-ValueatEquilibrium 0* * Denotes deviation from specified limits. Distribution: City of Carlsbad. Wade PRELIMINARY SUBMITTAL Submitted By: SUBJECT_TO_F!M_RVJ PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-1 J PROJECT NO: 70341.50396.25 LAB NO: 9665 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: May 26, 1999 MATERIAL: slurry seal sand DATE RECEIVED: May 26, 1999 DATE TESTED: May 26, 1999 SOURCE: Hanson DATE REPORTED: June 7, 1999 LOCATION: slurry seal sand 11 SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION TEST RESULT TEST STD 6" ** Durability Coarse Aggregate (Cal D.N.R. _Test _229) 2" ** Durability Fine Aggregate (Cal Test 229) D.N.R. 1-112" ________________________ __________________ I" ** Wet Track Abrasion (ASTMD39IO) D.N.R. 50g/sf max. 3/4" 1/2" ** ** 3/8" SPEC. - No.4 100 100 8 95 90-100 16 74 65-90 30 51 40-60 50 34 25-42 100 23 15-30 200 17.4 10-20 R-VALUE TEST RESULTS (Cal Test 301) SPECIMEN A T B C ] Compactor Pressure (psi) * * Moisture © Compaction Density (IbsJcu.tl.) * * $ R-Value Stabilometer ** Exudation Pressure (psi) * * * * * * R-Value_by_Stabilometer_t_300_ psi _Exudation R-Vnlue at 1.1tiiIihriuiii * * Denotes deviation from specified limits. Distribution: City of Carlsbad/B. Wade PRELIMINARY SUBMITTAL Submitted By: SUBJECT TO F!!AL R1 1 1EW PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-I PROJECT NO: 70341.50396.25 LAB NO: 9670 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: May 27, 1999 MATERIAL: slurry seal sand DATE RECEIVED: May 27, 1999 DATE TESTED: May 28, 1999 SOURCE: Hanson DATE REPORTED: June 7, 1999 LOCATION: slurry seal sand SIEVE ANALYSIS (Cal Test 202) — ADDITIONAL TESTS SIEVE 1 SIZE %PASSING SPECIFICATION TEST RESULT TEST STD 6" Se • Durability Coarse Aggregate (Cal Test 229) D.N.R. 4 'S 2" Durability Fine Aggregate (Cal Test 229) D.N.R. 1-1/2" I" * * \\'el Track Abrasion (ASTM D3910) D.N.R. 50 g/sf max. 3/4" 1/2" 3/8" SPEC. No.4 100 100 8 100 90-100 16 74 65-90 30 51 40-60 50 33 2542 100 22 15-30 200 15.8 10.20 R-VALUE TEST RESULTS (Cal Test 30 1) SPECIMEN A B C Compactor Pressure (psi) Moisture Compaction Density (lbs .Icu.ft.) R-Value Stabilorneter - Exudation Pressure (psi) R-Value by Stabilonieter @300 psi Exudation R-Value at Equilibrium LIVIIULCS UY IdLiUll 110111 11 ICU I I1l1Il.. Distribution: City of Carlsbad/B. Wade PRELIMINARY SUBMITTAL Submitted By: SUBJECT TO FINAL REVIEW David C. Wilson, RCE# 54734 gtengtproj1car/sba4A50396125 PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-1 f PROJECT NO: 70341.50396.25 J LAB NO: 9628 CLIENT: City of Carlsbad SAMPLED BY: H. Alwaque DATE SAMPLED: May 18, 1999 MATERIAL: slurry seal sand DATE RECEIVED: May 1$, 1999 DATE TESTED: May 20, 1999 SOURCE: Hanson DATE REPORTED: May 21, 1999 LOCATION: slurry seal sand, stockpile SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE 1 %PASSING SPECIFICATION SIZE TEST 1 RESULT TEST STD 6 Durability Coarse Aggregate (Cal D.N.R. _Test _229) 2' Durability Fine Aggregate (Cal Test 229) D.N.R. 1.112" ______________________ _________________ I ,' ** Wet Track Abrasion (ASTM 03910) 8.2 g/sI 50 g/sfmax. 3/4' 'I 112" *1 3/8" SPEC. No.4 100 100 8 93 90-100 16 71 65-90 30 49 40-60 50 32 25-42 100 22 15-30 200 15.5 10-20 R-VALUE TEST RESULTS (Cal Test 301) SPECIMEN 1 A B C Compactor Pressure (psi) * * * * Moisture @ Compaction (%) * $ $ * Density (lbs/cull.) ** R-Value Stabilometer ** ** Exudation Pressure (psi) *s * * ** R-Value by Stabilometer © 300 psi Exudation * * R.Valuc at Equilibrium * - Denotes deviation from specified limits. Distribution: City of Carlsbad. Wade PRELIMINARY SUBMITTAL Submitted By: SUBJECT TO FINAL REVIEW PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-1 PROJECT NO: 70341.50396.25 LAB NO: 9685 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: May 28, 1999 MATERIAL: slurry seal sand DATE RECEIVED: May 28, 1999 DATE TESTED: June 1, 1999 SOURCE: Hanson DATE REPORTED: June 7, 1999 LOCATION: slurry seal sand, Dove Lane I -SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE L SIZE %PASSING SPECIFICATION TEST RESULT T TEST STD I 6" Durability Coarse Aggregate (CalTest229) D.N.R. * * 'I' 0* 0 2' so *5 Durability Fine Aggregate (CalTest229) D.N.R. Wet Track Abrasion (ASTM03910) 23.0 glsf 50 glsf max. 3/4" 5* 5* 112" 0* . 3/8' *5 SPEC. No.4 lOG 8 90.100 16 0* 65-90 30 40-60 50 25-42 100 15-30 200 10-20 R-VALUE TEST RESULTS (Cal Test 301) SPECIMEN A B C Compactor Pressure (psi) * * * * * * Moisture ©_ Compaction (%) * * * 8 *5 Density(lbsicu.ft.) * * * * * * R-Value Stabilometer * * * * * * Exudation Pressure(psi) * * *0 R-ValuebyStabilometer ©_300 psi Exudation - R-Vulue [it 1qtiiliIwiuin 80 * Denotes deviation from specified limits. Distribution: City of Carlsbad/B. Wade Submitted By: PRELIMINARY SUBMITTAL irJCT T .! fl..