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Sample Record for 2026-09-02-72

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1001308 DEA: 081L1804 EFIS: 0819000162 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-91-13.5/16.8
Work Description: JPCP (RSC), INDIVIDUAL SLAB REPLACEMENT (RSC) & RUBBERIZED HMA.
Location Description: RIVERSIDE COUNTY IN RIVERSIDE FROM 0.6 MILE WEST OF VAN BUREN BOULEVARD OVERCROSSING TO 0.2 MILE EAST OF MADISON STREET UNDERCROSSING.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Michael St Jacques Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-09-02-72
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9098293350
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2026
The quantity of what the sample constitutes: 4 cores
A brief description of the sample: 3/4" RWMA-G SP
From where was the sample collected: Job Site
Laboratory sample identification: L3SL1, L3SL2
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Company — Corona

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 226110 CORD SJR
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test

DIME Test ID: 2026-09-02-72-1
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: 09/30/2026
Date Tested: 09/23/2026
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: james.holloway@dot.ca.gov
Organization Phone: (951) 232-8846
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7399.9 grams
Mass of oven-dry sample in air for Sample 1 2511.5 grams
Mass of container filled with the sample and water for Sample 1 8873.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.419
Theoretical maximum density at 25°C (77°F) 150.6 lb/ft^3

Test

DIME Test ID: 2026-09-02-72-2
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: 09/30/2026
Date Tested: 09/29/2026
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: james.holloway@dot.ca.gov
Organization Phone: (951) 232-8846
General Comments for this Test: L3 SL1
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.27
Bulk Specific Gravity 2 2.269
Average Bulk Specific Gravity 2.27

Test

DIME Test ID: 2026-09-02-72-3
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: 09/30/2026
Date Tested: 09/29/2026
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: james.holloway@dot.ca.gov
Organization Phone: (951) 232-8846
General Comments for this Test: L3 SL2
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 2.197
Bulk Specific Gravity 2 2.223
Average Bulk Specific Gravity 2.21