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Home My WebLink About3667-1; 1998 STREET SEAL; FIELD DENSITY SUMMARY; 1999-06-10LAW Crandall LAWGIBB Group Member A FIELD DENSITY SUMMARY ASTM D2950 PROJECT NAME: 1993 Slurry Seal / 3667-1 DATE TESTED: 05/25/99, 05/26/99 & 05/27/99 GAGE USED: #12 PROJECT NO.: 70341.50396.25 TECHNICIAN: T. McClanahan CLIENT: City of Carlsbad REPORT DATE: 06/10/99 WET % MAX. TEST # TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP. (in place) REQ'D I Unicornio St., 1" cap on patch 144.0 N/A 15 1.0* 95 95 2 Unicornio St., I" cap on patch 142.0 N/A 15 1.0* 94 95 3 Unicornio St., 1" cap on patch 140.9 N/A 15 1.0* 93 95 4 Unicornio St., 1" cap on patch 137.9 N/A 15 1.0* 91 95 5 Unicornio St. near Abanto St., 5" patch, 139.5 N/A 151.0* 92 95 4'x4' sq. 6 Avenida Del Paraiso, big patch 600 sq.ft. 145.5 N/A 15 1.0* 96 95 7 Avenida Del Paraiso, big patch 600 sq.ft. 145.1 N/A 151.0* 96 95 3 Urubu St. 147.6 N/A 151.0* 98 95 9 Urubu St. 143.5 N/A 15 1.0* 98 : 95 10 Urubu St. 148.2 N/A 151.0* 98 95 11 . Urubu St. 145.4 N/A 151.0* 96 95 12 Acuna St. 142.1 N/A 157.6** 94 95 13 7328 Bolero St., 12" thick, 12'x27' area 140.6 N/A 157.6** 39 95 14 7328 Bolero St., 12" thick, 12'x27' area 142.1 N/A 157.6** 90 95 15 2631 Galicia Way, 4'x57' patch 145.3 N/A 157.6** 93 95 16 Intersection @ Levante St. & Calle Madero, 143.2 N/A 157.6** 91 95 9'x 13' patch 17 Calavera Park 156.7 N/A 157.6** 99 95 1$ 7749Anillo Way 147.3 N/A I57.6** 93 95 19 2652LaGran Via 146.2 N/A 157.6** 93 95 20 7941 Represa Circle 148.8 N/A 157.6** 94 95 21 79l9RocosoLn.,3.5'x3.5'patch 148.9 N/A 159.5t** 93 95 22 2612 La Duela Ln. . 147.8 N/A 159.5*** 93 95 23 La Duela Ln. & Roble P1., 12'x24'. 154.8 N/A I59.5*** 97 95 24 7919 La Capela P1. 147.6 N/A 159.5*** 93 95 25 7923LaCapeIaPl. 153.2 N/A 159.5*** 96 95 Comments: Ref. lab #9658* for hveemlstabilometer results. The hveem density was 151.0 pcf. Ref. lab #9661 * * for hveemlstabilometer results. The hveem density was 157.6 pcf. Ref. lab # 9669*** for hveemlstabilometer results. The hveem density was 159.5 pcf. DISTRIBUTION: City of Carlsbad! B. Barth REVIEWED BY: David C. Wilson, RCE #54734 A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA92123 619-278-3600 • Fax 619-278-5300 LAW Crandall LAWGIBB Group MemberL PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-1 PROJECTNO: 70341.50396.25 (LAB NO: 9663 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan IDATE SAMPLED: May 24, 1999 MATERIAL: slurry seal sand DATE RECEIVED: May 24, 1999 JDATE TESTED: May 24, 1999 SOURCE: Hanson DATE REPORTED: June 7, 1999 LOCATION: slurry seal sand, Orion & Farady St. SIEVE ANALYSIS (Cal Test 202) IF ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION TEST RESULT TEST STD 11 6" ** Durability Coarse Aggregate (Cal Test 229) D.N.R. 4" ** 2' Durability Fine Aggregate (Cal Test 229) D.N.R. 1-1/2" ** I" Wet Track Abrasion (ASTMD39IO) 19.0 g/sf 50 g/sf max. 3/4" ** 1/2" ** 3/8" SPEC. No.4 100 100 8 92 . 90-100 16 69 65-90 30 46 40-60 50 30 25-42 lOU 21 15-30 200 14.9 10-20 R-VALUE TEST RESULTS (Cal Test 30 1) SPECIMEN A ] B C Compactor Pressure (psi) * * Moisture_(_ Compaction _(%) Density (lbs./cu.ft.) $$ R-Value Stabitometer Exudation Pressure (psi) R-Value_by_Stabilometer300_ psi _Exudation R-Value at Equilibrium ** Denotes deviation from specified limits. Distribution: City of Carlsbad. Wade Submitted By: A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW Crandall LAWGIBB Group Member A PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-1 PROJECT NO: 70341.50396.25 LAB NO: 9628 CLIENT: City of Carlsbad SAMPLED BY: H. Alwaque DATE SAMPLED: May 18, 1999 MATERIAL: slurry seal sand DATE RECEIVED: May 18, 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 SIZE %PASSING SPECIFICATION TEST RESULT TEST STD 6" ** ** Durability Coarse Aggregate (Cal Test 229) D.N.R. 4" * * I * 2" *8 8* Durability Fine Aggregate (Cal Test 229) D.N.R. 1-1/2" 8* ** I', ** Wet Track Abrasion (ASTM D3910) 8.2glsf 50g/sfmax. 3/4' 1/2" ** 3/3" ** SPEC. No.4 100 100 3 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 A B C Compactor Pressure (psi) $8 Moisture @ Compaction (%) - Density (lbsicu.fI.) 88 *8 *8 R-Value Stabilometer Exudation Pressure (psi) 8 R-Value_by_Stabilometer300_ psi _Exudation R-Value_at_Equilibrium * Denotes deviation from specified limits. Distribution: City of Carlsbad. Wade Submitted By: A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW Crandall LAWGIBB Group Member A PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: Slurry Seal 1998 PROJECT NO: 70341-5-0396.25 LAB NO: 9661 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: May 26, 1999 TYPE: 1/2 mix DATE RECEIVED: May 26, 1999 DATE TESTED: June 1, 1999 SOURCE: Industrial Asphalt/Vista FIELD NO.: ** DATE REPORTED: June 9, 1999 SAMPLE LOCATION: 0 SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE %PASSING J SPECIFICATION SIZE TEST RESULT TEST STD not 1" 100 submitted BITUMEN CONTENT, % (Cal 6.2 _Test _382) : not submitted 3/4" 100 *1 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. - * vlaximum Theoretical Sp. Gr.= 162.7, Air Voids=3.1% Distribution: City of Carlsbad! D. Moore Submitted B'y: David C. Wilson, RCE 54734 A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW ICrandall LA WGB Group Member PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1993 Slurry Seal 3667-1 1 PROJECT NO: 70341.50396.25 LAB NO: 9644 CLIENT: City of Carlsbad ISAMPLED 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 I SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION TEST RESULT TEST STD 6" " ** Durability Coarse Aggregate (CalTest229) D.N.R. 4" ** 2" Durability Fine Aggregate (CalTest229) D.N.R. V. " * Wet Track Abrasion (ASTMD39IO) 26.8 g,/sf 50 g/sf max. 3/4" Se " 3/8' SPEC. No.4 100 100 8 94 90-100 16 74 65-90 30 52 40-60 50 35 2542 100 25 15-30 200 18.8 10-20 It R-VALUE TEST RESULTS (Cal Test 301) SPECIMEN A B C Compactor Pressure (psi) . Moisture ()Compaction Density (IbsJcu.fL) ** R-Value Stabilometer " ** ExudationPressure(psi) '• *5 R-Value by Stabilometer , 300 psi Exudation R-Value at Equilibrium Denotes deviation from specified limits. Distribution: City of Carlsbad. Wade Submitted By: A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW Crandall LAWGIBB Group Member Ak PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-I 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 I, 1999 SOURCE: Hanson DATE REPORTED: June 7, 1999 LOCATION: slurry seal sand, Dove Lane SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION TEST RESULT TEST STD 6" *5 Durability Coarse Aggregate (Cal Test 229) D.N.R. 4" *5 2' Durability Fine Aggregate (Cal Test 229) D.N.R. 1-112' 5* i' $ * * * Wet Track Abrasion (ASTM D3910) 23.0 g/sf 50 g/sf max. 3/4 s. ** 1/2' ' 3/8' 'S SPEC. - No.4 100 8 'S . 90.100 16 65-90 30 40-60 50 25-42 100 " 15-30 200 *5 10-20 R-VALUE TEST RESULTS (Cal Test 301) SPECIMEN A B C Compactor Pressur (psi) $ * Moisture , Compaction (%) ' Density (lbs.Icu.t.) * R-Value Stabilometer 8 * Exudation Pressure (psi) R-Value_by_ Stab ilometer_'7:_300_ psi _Exudation R-Value at Equilibrium Denotes deviation from specified limits. Distribution: City of Carlsbad/B. Wade - Submitted By: A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW Crandall LAWGB Group Member A PHYSICAL PROPERTIES OF AGGREGATES LPROJECT: 1998 Slurry Seal 3667-1 PROJECT NO: 70341.50396.25 LABNO: 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 SIZE %PASSING SPECIFICATION TEST RESULT TEST STD 6" Durability Coarse Aggregate (Cal Test 229) D.N.R. r __________ ** r Durability Fine Aggregate (CalTest229) D.N.R. Wet Track Abrasion (ASTMD39IO) D.N.R. •. 50 g/sf max. 3/4" ** 112" 0 3/8" SPEC. No.4 100 100 S 100 90-100 16 74 65-90 30 51 40-60 50 33 25-12 100 22 15-30 200 15.5 10-20 R-VALUE TEST RESULTS (Cal Test 301) SPECIMEN A B C Compactor Pressure (psi) Moisture 2. Compaction (%) . Density (lbs/cull.) se R-Value Stabilometer Exudation Pressure (psi) R-Value by StabilometerTh 300 psi Exudation R-Value at Equilibrium *r,,,,.,.-.. .;..... c_...._ ...: .. &JIIULL3 U.Y at on 01)111 Spec I MLS. Distribution: City of Carlsbad:B. Wade Sit bm i tted By: ,. _" •4 David C. Wilson, RCE 54734 gnprojcar/sbad.50396125 A Division of Law Engineering and Environmental Services, Inc. * 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW Crand'all LAWBB Group Member A PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-1 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 L SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION TEST F--RESULT TEST STD I 6' Durability Coarse Aggregate (Cal Test 229) D.N.R. 4' ** 2" Durability Fine Aggregate (CalTest229) D.N.R. 85 1-1/2" ** I" * $ * Wet Track Abrasion (ASTMD39IO) D.N.R. 50 g/sf max. 3/4" as as 1/2" 5$ $5 3/8" 00 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 1 17.4 10-20 R-VALUE TEST RESULTS (Cal Test 301) SPECIMEN A B [_C CompactorPressure(psi) * Moisture _,Compaction Density(lbs./cu.fl.) * * * 5 R-Value Stabilometer ExudationPressure(psi) * $ S * * $ R-ValuebyStabilometer ( _300psiExudation * S R-Value at Equilibrium as Denotes deviation from specitied limits. Distribution: City of Carlsbad/B. Wade I. Submitted By: A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW Crandall LAWGIBB Group Member A PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-1 PROJECT NO: 70341.50396.25 LAB NO: 9664 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: May 25, 1999 MATERIAL: slurry seal sand DATE RECEIVED: May 25, 1999 DATE TESTED: May 25, 1999 SOURCE: Hanson DATE REPORTED: June 7, 1999 LOCATION: slurry seal sand 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. ** 'I" * * * * 2" * * * * Durability Fine Aggregate (Cal Test 229) D.N.R- 1- 1/2 I' * * * Wet Track Abrasion (ASTMD39IO) D.N.R. 50 g/sf max. 3/4" - ** 1/2 SPEC. No.4 100 100 S 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 301) ____________ SPECIMEN A B [ C Compactor Pressure (psi) * MoistureCompaction Density_(lbs/cuff.) R-Value Stabilometer 5* 5* CC Exudation Pressure (psi) * * Ce R-Value_by_Stabilometer_@300_ psi _Exudation R-Value_at_Equilibrium 5 Denotes deviation from specified limits. Distribution: City of Carlsbad. Wade Submitted By: A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW Crandall LAWGIBB Group Member A PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: Slurry Seal 1998 PROJECT NO: 70341-5-0396.25 LAB NO: 9669 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: May 27, 1999 TYPE: 1/2 mix DATE RECEIVED: May 27, 1999 DATE TESTED: May 28, 1999 SOURCE: Industrial Asphalt/Vista FIELD NO.: ** DATE REPORTED: June 7, 1999 SAMPLE LOCATION: Bolero, Rocoso, La Duela, Roble,La Capela, Atadero SIEVE ANALYSIS (Cal Test 202) 1 ADDITIONAL TESTS SIEVE %PASSING SPECIFICATION TEST ] RESULT 1 TEST STD LSIZE I J 1-1/2 ** 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 mm. 30 31 ** 50 21 SWELL (Cal d.n.r. _Test _305) ** 100 13 ** 200 7.7 ** MOISTURE CONTENT, % (Cal Test 370) d.n.r. F- * Maximum Theoretical Sp. Gr.=162.6; Air Voids=1.9% Distribution: City of Carlsbad! D. Moore Submitted By: David C. Wilson, RCE# 54734 A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW ICrandall LAWGIBB Group Member A PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: 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 AsphaltfVista FIELD NO.: ** DATE REPORTED: June 7, 1999 SAMPLE LOCATION: Ave. Delprasio SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION F TEST RESULT TEST STD 1-1/2' ** not I" 100 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 mm. 30 26 ** 50 14 ** SWELL (Cal d.n.r. _Test _305) 100 7 ** 200 3.8 ** MOISTURE CONTENT, % (Cal Test 370) d.n.r. Distribution: City of Carlsbad! D. Moore 1/ Submitted By: David C. Wilson, RCE 54734 A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW ICrandall LAWGIBB Group Member A PHYSICAL PROPERTIES OF AGGREGATES PROJECT: 1998 Slurry Seal 3667-1 PROJECT NO: 70341.50396.25 LAB NO: . 9705&9706 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan LDATE SAMPLED: June 8, 1999 MATERIAL: slurry seal sand DATE RECEIVED: June 8, 1999 DATE TESTED: June 9, 1999 SOURCE: Hanson DATE REPORTED: June 14, 1999 LOCATION: slurry seal sand, Orion SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE %PASSING 7ECIIICATION 1[7 TEST RESULT TEST STD 6" ** Durability Coarse Aggregate (Cal Test 229) D.N.R. 4" 2" ** Durability Fine Aggregate (Cal Test 229) D.N.R. 1" *• Wet Track Abrasion (ASTM D3910) 14.5 50 g/sf max. 3/4" $e ci 1/2' ** *8 3/8' SPEC. No.4 100 100 8 94 90-100 16 72 65-90 30 50 40-60 50 34 25-42 100 24 15-30 200 18.4 10-20 R-VALUE TEST RESULTS (Cal Test 301) SPECIMEN A B C Compactor Pressure (psi) 88 $8 Moisture Ca,, Compaction (%) 8* Se Density (Ibsicu.ft.) * * 88 *8 R-Value Stabilometer *8 8* *8 Exudation Pressure (psi) 6 * 98 6 R-Value_by_Stabilometer._300_ psi _Exudation R-Value at Equilibrium *8 Denotes deviation from specified limits. - Distribution: City of Carlsbad/B. Wade Submitted By: A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 e Fax 619-278-5300