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Sample Record for 2026-06-11-72

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Project Information

Project ID: 994859 DEA: 021H5904 EFIS: 0216000025 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-43.5,57.0
Work Description: REPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING.
Location Description: SISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\\\'S FERRY ROAD AND AT PORTUGUESE CREEK
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 CLEAR CREEK ROAD, REDDING, CA 96001
Resident Engineer: Nicholas Riddle Structure Rep.: Nicolas Jimenez

Sample Information

DIME Sample ID: 2026-06-11-72
TL Number from the TL Form: 847563
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/11/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2026
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: 4 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80226
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number:
HMA Mix Number: JMF2610001
Binder content (%): 4.7
Virgin binder PG: PG 58-34M
Design binder PG: PG 64-28M
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 24
WMA Additives: No
Antistrip type: 1.0% Lime
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2026-06-11-72-1
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: 07/20/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb=4.22%
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3019.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5102.1 g
Mass of HMA Sample prior to ignition 2082.8 g
Corrected Asphalt Binder Content 4.22 %
Mass Loss 97.3 g
Mass of aggregate remaining after ignition 1985.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.32 %
Moisture Content no data0 %
Temperature Compensation Factor 0.13 %
Test Temperature 538 C

Test

DIME Test ID: 2026-06-11-72-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/20/2026
Date Tested: 07/01/2026
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: The gradation appears to be coarse on 1/2″, № 4, and № 8 sieves.
Test Result Compliance: not applicable
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) 0.7 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 0.3 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.8 %
Aggregate correction factor for the #4 sieve (% passing) 0.2 %
Aggregate correction factor for the #8 sieve (% passing) no data0 %
Aggregate correction factor for the #16 sieve (% passing) -0.7 %
Aggregate correction factor for the #30 sieve (% passing) -1.1 %
Aggregate correction factor for the #50 sieve (% passing) -1.6 %
Aggregate correction factor for the #100 sieve (% passing) -1.7 %
Aggregate correction factor for the #200 sieve (% passing) -1.5 %
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 100 %
Cumulative percent passing the 1/2 in. sieve 81 %
Cumulative percent passing the 3/8 in. sieve 67 %
Cumulative percent passing the #4 sieve 41 %
Cumulative percent passing the #8 sieve 25 %
Cumulative percent passing the #16 sieve 17 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 5.2 %

Test

DIME Test ID: 2026-06-11-72-3
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: 07/20/2026
Date Tested: 06/16/2026
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.614
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 7330.6 grams
Mass of oven-dry sample in air for Sample 1 2638.2 grams
Mass of container filled with the sample and water for Sample 1 8959.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.614
Theoretical maximum density at 25°C (77°F) 2606.4 kg/m^3