Sample Record for 2026-09-04-32
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1002640 DEA: 120V5304 EFIS: 1225000036
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-73,133-VAR
Work Description: Cold plane AC pavement and place RHMA.
Location Description: CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY IN AND NEAR LAGUNA BEACH ON ROUTE 73 FROM 0.2 MILE SOUTH OF ROUTE 73/133 SEPARATION TO ROUTE 73/133 SEPARATION AND ON ROUTE 133 FROM ROUTE 73/133 SEPARATION TO LAGUNA LAKES TRAIL BRIDGE.
Contractor Name: All American Asphalt
Contractor Address: Unknown
Resident Engineer: Arash Eskandari Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-09-04-32
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: 09/04/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2026
The quantity of what the sample constitutes: 6 Bags of Cold feed
A brief description of the sample: 1/2" RWMA G SP EVO .25%
From where was the sample collected: Manufacturer
Laboratory sample identification: 0560O-26
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt - Corona
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: Belt Cut at Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test
DIME Test ID: 2026-09-04-32-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/08/2026
Date Tested: 09/10/2026
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: (213) 792-4797
General Comments for this Test: Combined Virgin Aggregate Gradation.
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
|
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
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
94 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
83 %
|
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Cumulative percent passing the #4 sieve
|
33 %
|
|
Cumulative percent passing the #8 sieve
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12 %
|
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Cumulative percent passing the #16 sieve
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8 %
|
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Cumulative percent passing the #30 sieve
|
6 %
|
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Cumulative percent passing the #50 sieve
|
4 %
|
|
Cumulative percent passing the #100 sieve
|
3 %
|
|
Cumulative percent passing the #200 sieve
|
2.7 %
|
Test
DIME Test ID: 2026-09-04-32-4
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: 10/08/2026
Date Tested: 09/14/2026
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: (213) 792-4797
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)
|
4075 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: 2026-09-04-32-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/08/2026
Date Tested: 09/12/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Method
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1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of fractured, coarse, 2 faced particles tested
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100 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test
DIME Test ID: 2026-09-04-32-8
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: 10/08/2026
Date Tested: 09/12/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
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B
|
|
Determination
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By Mass
|
|
Dimensional ratio used
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5:1
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Weighted percentage of particles (by mass) that were flat and elongated
|
2 %
|
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Weighted percentage of particles (by mass) that were not flat and elongated
|
98 %
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