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Sample Record for 2023-06-28-65

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Project Information

Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-R10.4/30.2
Work Description: Highway widening, overhead signs, and electronic toll system.
Location Description: In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Justen Tatum Structure Rep.: Kelsey Littell

Sample Information

DIME Sample ID: 2023-06-28-65
TL Number from the TL Form: 726071
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: 06/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2023
The quantity of what the sample constitutes: Sample weight 2159gms
A brief description of the sample: 3/4-inch HMA Types A and B
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo Drum Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 8
Sublot number: 2
HMA Mix Number: 411101510LD0221
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-06-28-65-4
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: 08/30/2023
Date Tested: 06/30/2023
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: PG 64-16 15%RAP
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 2158.6 g
Corrected Asphalt Binder Content 5.42 %
Mass Loss 153.7 g
Correction Factor (Percent by mass of HMA Specimen) 1.58 %
Moisture Content no data0 %
Temperature Compensation Factor 0.12 %
Test Temperature 482 C

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2023-06-28-65-1AASHTO 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)08/30/2023Not scheduledIGNACIO ARECHIGACT D04 - Concord Field LaboratoryPG 64-16
2023-06-28-65-2AASHTO 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)08/30/2023Not scheduledIGNACIO ARECHIGACT D04 - Concord Field LaboratoryPG 64-16, 15%RAP
2023-06-28-65-3AASHTO 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)08/30/2023Not scheduledIGNACIO ARECHIGACT D04 - Concord Field LaboratoryOutside of Specifications PG 64-16, 15%RAP