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Sample Record for 2026-03-31-5

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Project Information

Project ID: 1001307 DEA: 034J1204 EFIS: 0323000088 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-16-37.3/37.8
Work Description: HMA, FLASHING BEACON SYSTEM, AND ROADWAY EXCAVATION.
Location Description: YOLO COUNTY NEAR WOODLAND 0.2 MILE WEST OF COUNTY ROAD 95 TO 0.2 MILE EAST OF COUNTY ROAD 95
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: Unknown
Resident Engineer: Nicholas Sanders Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-03-31-5
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/31/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/31/2026
The quantity of what the sample constitutes: 517 Tons
A brief description of the sample: Daily Production (3/4" 64-16 HMA SP RAP)
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert (Woodland Hot Plant #306)

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 2
HMA Mix Number: 30640432407P
Binder content (%): 4.7
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: PNW
RAP content (%): 15
WMA Additives:
Antistrip type:

Test Results

Test 1 of 3

DIME Test ID: 2026-03-31-5-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 04/03/2026
Date Tested: 04/02/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7342 grams
Mass of oven-dry sample in air for Sample 1 2615.8 grams
Mass of container filled with the sample and water for Sample 1 8905.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.486
Theoretical maximum density at 25°C (77°F) 2478.8 kg/m^3

Test 2 of 3

DIME Test ID: 2026-03-31-5-2
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: 04/03/2026
Date Tested: 04/02/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: R2 OBC 4.7%
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 2111.6 g
Corrected Asphalt Binder Content 5.21 %
Mass Loss 129.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.93 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 482 C

Test 3 of 3

DIME Test ID: 2026-03-31-5-3
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: 04/07/2026
Date Tested: 03/31/2026
Submitted By Organization: Blackburn Consulting
Organization Address: 2491 Boatman Avenue,
Organization City: West Sacrametno
Organization State: CA
Organization Zipcode: 95691
Organization Email: brycem@blackburnconsulting.com
Organization Phone: (916) 375-8706
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.351
Bulk Specific Gravity 2 2.334
Average Bulk Specific Gravity 2.343