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Sample Record for 2024-10-30-47

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

Project Information

Project ID: 1000299 DEA: 042Y4904 EFIS: 0423000121 QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-242,680-Var
Work Description: INDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC PVMT & PLACE HMA (TYPE A).
Location Description: CONTRA COSTA COUNTY AT VARIOUS LOCATIONS
Contractor Name: FBD VANGUARD CONSTRUCTION INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-30-47
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/04/2024
The quantity of what the sample constitutes: 2 Boxes of 1/2"HMA-Type A Mix & 3 Cores
A brief description of the sample: 1/2"HMA-Type A Mix
From where was the sample collected: Supplier
Laboratory sample identification: Con_24_906
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Pleasanton Drier drum Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-10-30-47-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/19/2024
Date Tested: 11/04/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Specific Gravity for Sample 1 2.535
Theoretical maximum density at 25°C (77°F) 2528 kg/m^3

Test 2 of 3

DIME Test ID: 2024-10-30-47-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/19/2024
Date Tested: 11/05/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Granite Pleasanton drier drum Plant
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 92.6 %
Percent Air Voids 2 90.6 %
Percent Air Voids 3 90 %
Average Percent Air Voids 91.1 %
Average Core Density 2.3 %

Test 3 of 3

DIME Test ID: 2024-10-30-47-3
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: 11/19/2024
Date Tested: 11/05/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.347
Bulk Specific Gravity 2 2.298
Bulk Specific Gravity 3 2.282
Average Bulk Specific Gravity 2.309