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Sample Record for 2023-10-19-60

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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: 2023-10-19-60
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: 10/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2023
The quantity of what the sample constitutes: Production Start-Up
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: 1
HMA Mix Number: 226108

Test Results

Test 1 of 1

DIME Test ID: 2023-10-19-60-5
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 11/27/2023
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: Production Start-Up Vulcan Pleasanton Drier Drum Plant
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2089.7 g
Corrected Asphalt Binder Content 1.13 %
Mass Loss 193.3 g
Correction Factor (Percent by mass of HMA Specimen) 7.98 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2023-10-19-60-1AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)11/27/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratoryProduction Start-Up Vulcan Pleasanton Drier Drum Plant
2023-10-19-60-2AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)11/27/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratoryProduction Start-Up Vulcan Pleasanton Drier Drum Plant
2023-10-19-60-3AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)11/27/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratoryProduction Start-Up Vulcan Pleasanton Drier Drum Plant Theoretical Maximum Density=2.390
2023-10-19-60-4AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)11/27/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratoryProduction Start-Up Vulcan Pleasanton Drier Drum Plant