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Sample Record for 2026-04-01-81

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

Project Information

Project ID: 1001468 DEA: 081L2404 EFIS: 0819000167 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-95-R57.2/64.5
Work Description: RHMA (GAP GRADED), REPLACE AC SURFACING, AND COLD PLANE AC PVMT.
Location Description: SAN BERNARDINO COUNTY NEAR NEEDLES FROM ROUTE 40/95 SEPARATION TO 0.5 MILE NORTH OF GOFFS ROAD
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Anthony Doan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-04-01-81
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/01/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2026
The quantity of what the sample constitutes: 1 box HMA and 5 cores
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Job Site
Laboratory sample identification: 1A, 1B, 1C, 2A, 2B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond-Victorville

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 300072
Binder content (%): 7.5
Virgin binder PG:
Design binder PG: PG 64-16
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2026-04-01-81-1
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: 04/24/2026
Date Tested: 04/10/2026
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
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? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7339.1 grams
Mass of oven-dry sample in air for Sample 1 2531.1 grams
Mass of container filled with the sample and water for Sample 1 8800.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.367
Theoretical maximum density at 25°C (77°F) 2360.1 kg/m^3

Test

DIME Test ID: 2026-04-01-81-2
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: 04/24/2026
Date Tested: 04/10/2026
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test: 1A, 1B, 1C
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.323
Bulk Specific Gravity 2 2.277
Bulk Specific Gravity 3 2.234
Average Bulk Specific Gravity 2.278

Test

DIME Test ID: 2026-04-01-81-3
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: 04/24/2026
Date Tested: 04/10/2026
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test: 2A, 2B
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.271
Bulk Specific Gravity 2 2.261
Average Bulk Specific Gravity 2.266