Sample Record for 2026-02-02-29
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000392 DEA: 07349904 EFIS: 0718000167
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0/14.1
Work Description: CONSTRUCT MVPS, MGS, ROCK BLANKETS,AND PAVE BEYOND THE GORE.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AND COMPTOM FROM SHORELINE DRIVE TO 0.2 MILE NORTH OF ALONDRA BOULEVARD OVERCROSSING
Contractor Name: WESTCOAST PUBLIC WORKS, INC.
Contractor Address: Unknown
Resident Engineer: Jeffrey Townsend Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-02-02-29
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 02/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/06/2026
The quantity of what the sample constitutes: 4 bags comb agg, 1 bag each (Crumb Rubber scrap and hi-nat)
A brief description of the sample: PSUE 3/4" RHMA-G-SP 0.50% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0130G-26
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Corona/SJR/ Rohm & Haas
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-33-0005
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: All American Asphalt - Irwindale
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: 106835
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test
DIME Test ID: 2026-02-02-29-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/15/2026
Date Tested: 02/06/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test: Combined Virgin Aggregate Gradation
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
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Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
94 %
|
|
Cumulative percent passing the 1/2 in. sieve
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81 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
62 %
|
|
Cumulative percent passing the #4 sieve
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30 %
|
|
Cumulative percent passing the #8 sieve
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19 %
|
|
Cumulative percent passing the #16 sieve
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13 %
|
|
Cumulative percent passing the #30 sieve
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9 %
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|
Cumulative percent passing the #50 sieve
|
5 %
|
|
Cumulative percent passing the #100 sieve
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3 %
|
|
Cumulative percent passing the #200 sieve
|
1.9 %
|
Test
DIME Test ID: 2026-02-02-29-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/15/2026
Date Tested: 02/07/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
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2.625
|
|
Bulk specific gravity (SSD Basis)
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2.674
|
|
Apparent specific gravity
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2.760
|
|
Absorption
|
1.9 %
|
Test
DIME Test ID: 2026-02-02-29-5
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/15/2026
Date Tested: 02/07/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
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2.71
|
|
Absorption
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0.8 %
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Test
DIME Test ID: 2026-02-02-29-6
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Verified Date: 04/15/2026
Date Tested: 02/11/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
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C
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
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4073 grams
|
|
Percent loss after 100 revolutions
|
4 %
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|
Percent loss after 500 revolutions
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19 %
|
Test
DIME Test ID: 2026-02-02-29-7
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 04/15/2026
Date Tested: 02/11/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test
DIME Test ID: 2026-02-02-29-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/15/2026
Date Tested: 02/11/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
|
Method A
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Bulk dry specific gravity
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2.625
|
|
Average uncompacted voids
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45.4 %
|
Test
DIME Test ID: 2026-02-02-29-9
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/15/2026
Date Tested: 02/11/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
2 - Individual Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Weighted average percentage of fractured, coarse, 2 faced particles
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100 %
|
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test
DIME Test ID: 2026-02-02-29-10
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 04/15/2026
Date Tested: 02/11/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
B
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|
Determination
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By Mass
|
|
Dimensional ratio used
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5:1
|
|
Weighted percentage of particles (by mass) that were flat and elongated
|
2 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
98 %
|
