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Sample Record for 2026-09-10-86

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

Project Information

Project ID: 1002539 DEA: 042X7104 EFIS: 0425000144 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL--unknown
Work Description: HM1 Pavement
Location Description: SOLANO COUNTY NEAR DIXON ON ROUTE 80 AT PEDRICK ROAD OVERCROSSING AND ON ROUTE 113 FROM ROUTE 12 TO 0.3 MILE SOUTH OF PARKWAY BOULEVARD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-09-10-86
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: 09/10/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2026
The quantity of what the sample constitutes: 1500-2250 Tons
A brief description of the sample: 3/4"WMA-Rap 15%
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 3
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: 2026-09-10-86-1
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/07/2026
Date Tested: 09/11/2026
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: No. 200 is above the operating range
Test Result Compliance: does not comply
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 86 %
Cumulative percent passing the 3/8 in. sieve 79 %
Cumulative percent passing the #4 sieve 43 %
Cumulative percent passing the #8 sieve 28 %
Cumulative percent passing the #16 sieve 20 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 7 %

Test

DIME Test ID: 2026-09-10-86-2
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: 10/07/2026
Date Tested: 09/11/2026
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 5.03 %
Mass of HMA Sample prior to ignition 2134.5 g
Mass Loss 125.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.76 %
Moisture Content no data0 %
Temperature Compensation Factor 0.07 %
Test Temperature 482 C

Test

DIME Test ID: 2026-09-10-86-3
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: 10/07/2026
Date Tested: 09/11/2026
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: 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 2.496
Theoretical maximum density at 25°C (77°F) 2489 kg/m^3

Test

DIME Test ID: 2026-09-10-86-4
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: 10/07/2026
Date Tested: 09/11/2026
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:
Sand Equivalent 51