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Sample Record for 2025-08-21-72

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Project Information

Project ID: 1000435 DEA: 030J01U4 EFIS: 0323000244 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-28-0.1/11.0
Work Description: HMA (TYPE A), COLD PLANE AC PVMT, RDWY EXC, & CL 2 AB.
Location Description: PLACER COUNTY FROM 0.1 MILE EAST OF ROUTE 89 AT TAHOE CITY TO THE NEVADA STATE LINE AT KINGS BEACH
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Reza Salehi Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-08-21-72
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2025
The quantity of what the sample constitutes: 10 Boxes
A brief description of the sample: 3/4" HMA w/ 15% RAP
From where was the sample collected: Source
Laboratory sample identification: Daily 25-159
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Martis

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 30540732407P
Binder content (%): 5.0
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: PNW
RAP content (%): 15
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2025-08-21-72-1
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/19/2025
Date Tested: 09/18/2025
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: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) 25000
Stripping Inflection Point (Wheel B) 25000
Maximum impression at 5000 passes (left wheel) 2.26 mm
Maximum impression at 5000 passes (right wheel) 1.52 mm
Average impression at 5000 passes (left/right avg) 1.89 mm
Maximum impression at 10000 passes (left wheel) 2.63 mm
Maximum impression at 10000 passes (right wheel) 1.81 mm
Average impression at 10000 passes (left/right avg) 2.22 mm
Maximum impression at 15000 passes (left wheel) 2.88 mm
Maximum impression at 15000 passes (right wheel) 2 mm
Average impression at 15000 passes (left/right avg) 2.44 mm
Maximum impression at 20000 passes (left wheel) 3.11 mm
Maximum impression at 20000 passes (right wheel) 2.16 mm
Average impression at 20000 passes (left/right avg) 2.64 mm
Average impression at 25000 passes (left/right avg) 2.85 mm

Test 2 of 3

DIME Test ID: 2025-08-21-72-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/19/2025
Date Tested: 09/10/2025
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 Samples 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 1 7402.6 grams
Mass of oven-dry sample in air for Sample 1 2612.4 grams
Mass of container filled with the sample and water for Sample 1 8965 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.488
Theoretical maximum density at 25°C (77°F) 2481 kg/m^3

Test 3 of 3

DIME Test ID: 2025-08-21-72-3
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: 09/19/2025
Date Tested: 09/11/2025
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: R1 OBC
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 2222.3 g
Corrected Asphalt Binder Content 5.01 %
Mass Loss 119.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.35 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C