Print Report | Back to Sample Detail

Sample Record for 2025-09-27-9

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

Project Information

Project ID: 209109 DEA: 043G9004 EFIS: 0412000557 COOP: 042513 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-116,121-46.0/46.7,5.8/R7.4
Work Description: MODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION.
Location Description: SONOMA COUNTY
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Fabio La Serna Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-27-9
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan LHD

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 5
HMA Mix Number:
Binder content (%): 0.0
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: 2025-09-27-9-1
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: 10/20/2025
Date Tested: 10/03/2025
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
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 2051 g
Corrected Asphalt Binder Content 7.75 %
Mass Loss 198.8 g
Correction Factor (Percent by mass of HMA Specimen) 1.79 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C

Test 2 of 3

DIME Test ID: 2025-09-27-9-2
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: 10/20/2025
Date Tested: 10/03/2025
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.257
Bulk Specific Gravity 2 2.294
Average Bulk Specific Gravity 2.276

Test 3 of 3

DIME Test ID: 2025-09-27-9-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/20/2025
Date Tested: 10/03/2025
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 93.1 %
Percent Air Voids 2 94.6 %
Average Percent Air Voids 93.9 %
Average Core Density 141.7 %