Print Report | Back to Sample Detail

Sample Record for 2026-05-05-48

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

Project Information

Project ID: 1001683 DEA: 040AA194 EFIS: 0419000450 QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-4-R29.0/R44.4
Work Description: COLD PLANE AC PVMT, RHMA-G & HMA OVERLAY, REPLACE AC SURF, & MGS.
Location Description: CONTRA COSTA COUNTY IN ANTIOCH AND AT BYRON FROM HILLCREST AVENUE OVERCROSSING TO BYRON HIGHWAY
Contractor Name: GHILOTTI BROS INC
Contractor Address: 523 JACOBY ST, SAN RAFAEL, CA 94901
Resident Engineer: Steven Lee Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-05-05-48
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: 05/05/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2026
The quantity of what the sample constitutes: 2 Boxes HMA
A brief description of the sample: 3/4" WMA-Rap25%
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Vernalis

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 2
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): 4

Test Results

Test

DIME Test ID: 2026-05-05-48-1
Test Method: AASHTO T308-25: 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: 05/18/2026
Date Tested: 05/11/2026
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: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Corrected Asphalt Binder Content 4.66 %
Mass of HMA Sample prior to ignition 2096.2 g
Mass Loss 121.7 g
Correction Factor (Percent by mass of HMA Specimen) 1 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test

DIME Test ID: 2026-05-05-48-2
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 05/18/2026
Date Tested: 05/07/2026
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 2.512
Theoretical maximum density at 25°C (77°F) 2504 kg/m^3

Test

DIME Test ID: 2026-05-05-48-3
Test Method: AASHTO T308-25: 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: 05/18/2026
Date Tested: 05/11/2026
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: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Corrected Asphalt Binder Content 4.8 %
Mass of HMA Sample prior to ignition 2048.8 g
Mass Loss 121.6 g
Correction Factor (Percent by mass of HMA Specimen) 1 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test

DIME Test ID: 2026-05-05-48-4
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/21/2026
Date Tested: 05/11/2026
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: does not comply
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) 0.6 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -1 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.5 %
Aggregate correction factor for the #4 sieve (% passing) 0.2 %
Aggregate correction factor for the #8 sieve (% passing) 0.4 %
Aggregate correction factor for the #16 sieve (% passing) 0.6 %
Aggregate correction factor for the #30 sieve (% passing) 0.6 %
Aggregate correction factor for the #50 sieve (% passing) 0.4 %
Aggregate correction factor for the #100 sieve (% passing) 0.2 %
Aggregate correction factor for the #200 sieve (% passing) no data0 %