Print Report | Back to Sample Detail

Sample Record for 2026-09-16-51

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

Project Information

Project ID: 1001664 DEA: 042Q6404 EFIS: 0419000033 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12,80,780-Var
Work Description: INSTALL TRASH CAPTURE HOUSING DEVICES, MVPS, MGS, AND EROSION CONTROL.
Location Description: SOLANO COUNTY AT VARIOUS LOCATIONS
Contractor Name: BAY CITIES PAVING & GRADING
Contractor Address: 1450 CIVIC CT, BLDG B #400, CONCORD, CA 94520
Resident Engineer: Asadullah Sarwary Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-09-16-51
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: 09/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2026
The quantity of what the sample constitutes: 1 Bag Agg, 4 boxes HMA
A brief description of the sample: 3/4"HMA-RAP 25%
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan-Lake Herman

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
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: 2026-09-16-51-1
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/06/2026
Date Tested: 09/18/2026
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:
Is an aggregate correction factor used? No
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 99 %
Cumulative percent passing the 1/2 in. sieve 81 %
Cumulative percent passing the 3/8 in. sieve 70 %
Cumulative percent passing the #4 sieve 48 %
Cumulative percent passing the #8 sieve 29 %
Cumulative percent passing the #16 sieve 19 %
Cumulative percent passing the #30 sieve 13 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 5.7 %

Test

DIME Test ID: 2026-09-16-51-2
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: 10/06/2026
Date Tested: 09/18/2026
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 5.34 %
Mass of HMA Sample prior to ignition 2058.9 g
Mass Loss 140.4 g
Correction Factor (Percent by mass of HMA Specimen) 1.33 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C

Test

DIME Test ID: 2026-09-16-51-3
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: 10/06/2026
Date Tested: 09/18/2026
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 2.5
Theoretical maximum density at 25°C (77°F) 2493 kg/m^3

Test

DIME Test ID: 2026-09-16-51-4
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 10/06/2026
Date Tested: 09/18/2026
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:
Sand Equivalent 66