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Sample Record for 2023-10-20-73

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Project Information

Project ID: 994803 DEA: 043J0704 EFIS: 0415000077 QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-80-10.1/13.5
Work Description: Remove PCC and AC, place PCP and AC Resurfacing.
Location Description: Construction on State Highway in Contra Costa County in Hercules and Crockett from Route 80/4 separation to 0.1 mile west of Crockett Viaduct.
Contractor Name: VANGUARD CONSTRUCTION, INC.
Contractor Address: 651 ENTERPRISE CT, LIVERMORE, CA 94550
Resident Engineer: Ta Seng Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-20-73
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2023
The quantity of what the sample constitutes: LOT 1 SUBLOT 4
A brief description of the sample: 3/4-INCH RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton Drier Drum Plant

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 4
HMA Mix Number: 226108
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-10-20-73-7
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: 11/28/2023
Date Tested: 11/01/2023
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: LOT 1 SUBLOT 4 Vulcan Pleasanton Drier Drum Plant Theoretical Maximum Density =2.405
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 2
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Specific Gravity for Sample 1 2.412
Specific Gravity for Sample 2 2.412
Average Specific Gravity 2.412
Theoretical maximum density at 25°C (77°F) 2 kg/m^3

Test 2 of 2

DIME Test ID: 2023-10-20-73-8
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: 11/28/2023
Date Tested: 11/01/2023
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: LOT 1 SUBLOT 4 Vulcan Pleasanton Drier Drum Plant
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.306
Bulk Specific Gravity 2 2.291
Average Bulk Specific Gravity 2.299

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2023-10-20-73-1AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)11/28/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratoryLOT 1 SUBLOT 3 Vulcan Pleasanton Drier Drum Plant Theoretical Maximum Density = 2.422
2023-10-20-73-2AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)11/28/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratoryLOT 1 SUBLOT 3 Vulcan Pleasanton Drier Drum Plant
2023-10-20-73-3AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)11/28/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratoryLOT 1 SUBLOT 2 Vulcan Pleasanton Drier Drum Plant Theoretical Maximum Density =2.694
2023-10-20-73-4AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)11/28/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratoryLOT 1 SUBLOT 2 Vulcan Pleasanton Drier Drum Plant
2023-10-20-73-5AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)11/28/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratorySample 2 of the day Vulcan Pleasanton Drier Drum Plant
2023-10-20-73-6AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)11/28/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratorySample 2 of the day Vulcan Pleasanton Drier Drum Plant