Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000665 DEA: 081K4004 EFIS: 0819000031
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-3.5/6.8
Work Description: HMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC).
Location Description: TEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: Denise Sostrom Structure Rep.: Gizachew Abayneh
DIME Sample ID: 2026-01-28-69
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/02/2026
The quantity of what the sample constitutes: 1 box, 6 cores
A brief description of the sample: 3/4" HMA-A SP
From where was the sample collected: Job Site
Laboratory sample identification: 1A35, 1B35, 1C35, 1A36, 1B36, 1C36
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: R.J. Noble Co. — Corona
DIME Test ID: 2026-01-28-69-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 04/13/2026
Date Tested: 02/09/2026
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7399.7 grams
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Mass of oven-dry sample in air for Sample 1
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2558.7 grams
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Mass of container filled with the sample and water for Sample 1
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8938.8 grams
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Temperature of Water
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76 °F
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Specific Gravity for Sample 1
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2.51
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Theoretical maximum density at 25°C (77°F)
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156.2 lb/ft^3
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DIME Test ID: 2026-01-28-69-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 04/13/2026
Date Tested: 02/03/2026
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test: 1A35, 1B35, 1C35
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.306
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Bulk Specific Gravity 2
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2.355
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Bulk Specific Gravity 3
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2.31
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Average Bulk Specific Gravity
|
2.324
|
DIME Test ID: 2026-01-28-69-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 04/13/2026
Date Tested: 02/03/2026
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test: 1A36, 1B36, 1C36
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.297
|
|
Bulk Specific Gravity 2
|
2.331
|
|
Bulk Specific Gravity 3
|
2.312
|
|
Average Bulk Specific Gravity
|
2.313
|