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Sample Record for 2026-08-13-78

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

Project Information

Project ID: 1001369 DEA: 010K1504 EFIS: 0120000035 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-125.2/R126.1
Work Description: EARTHWORK, HMA-A, DRAINAGE, AND HIGH FRICTION SURFACE TREATMENT.
Location Description: HUMBOLDT COUNTY NEAR ORICK FROM 0.9 MILE SOUTH TO SOUTH PRAIRIE CREEK PARK UNDERCROSSING
Contractor Name: G R SUNDBERG INC
Contractor Address: 5211 Boyd Road, Arcata, CA 95521
Resident Engineer: Ryan Dunne Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-08-13-78
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Crescent City Field Laboratory
Sample Organization Contact: (707) 496-5581
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: hma
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kernen

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
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): 3

Test Results

Test

DIME Test ID: 2026-08-13-78-1
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: 09/04/2026
Date Tested: 08/20/2026
Submitted By Organization: CT D01 - Crescent City Field Laboratory
Organization Address: 1444 Parkway Dr.,
Organization City: Crescent City
Organization State: CA
Organization Zipcode: 95531
Organization Email: clayton.malmberg@dot.ca.gov
Organization Phone: (707) 496-5581
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7345.5 grams
Mass of oven-dry sample in air for Sample 1 1836.7 grams
Mass of container filled with the sample and water for Sample 1 8452.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.517
Theoretical maximum density at 25°C (77°F) 156.7 lb/ft^3

Test

DIME Test ID: 2026-08-13-78-2
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/04/2026
Date Tested: 09/04/2026
Submitted By Organization: CT D01 - Crescent City Field Laboratory
Organization Address: 1444 Parkway Dr.,
Organization City: Crescent City
Organization State: CA
Organization Zipcode: 95531
Organization Email: clayton.malmberg@dot.ca.gov
Organization Phone: (707) 496-5581
General Comments for this Test: 1/2" F, 3/8" F, #4 F
Test Result Compliance: does not comply
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) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 0.1 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.1 %
Aggregate correction factor for the #4 sieve (% passing) 0.5 %
Aggregate correction factor for the #8 sieve (% passing) 0.9 %
Aggregate correction factor for the #16 sieve (% passing) 1.4 %
Aggregate correction factor for the #30 sieve (% passing) 1.6 %
Aggregate correction factor for the #50 sieve (% passing) 1.1 %
Aggregate correction factor for the #100 sieve (% passing) 0.7 %
Aggregate correction factor for the #200 sieve (% passing) 0.2 %
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 88 %
Cumulative percent passing the 3/8 in. sieve 73 %
Cumulative percent passing the #4 sieve 47 %
Cumulative percent passing the #8 sieve 31 %
Cumulative percent passing the #16 sieve 23 %
Cumulative percent passing the #30 sieve 18 %
Cumulative percent passing the #50 sieve 13 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 5.9 %

Test

DIME Test ID: 2026-08-13-78-3
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: 09/04/2026
Date Tested: 08/20/2026
Submitted By Organization: CT D01 - Crescent City Field Laboratory
Organization Address: 1444 Parkway Dr.,
Organization City: Crescent City
Organization State: CA
Organization Zipcode: 95531
Organization Email: clayton.malmberg@dot.ca.gov
Organization Phone: (707) 496-5581
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3922.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5629 g
Corrected Asphalt Binder Content 4.86 %
Mass of HMA Sample prior to ignition 1706.2 g
Mass Loss 101 g
Mass of aggregate remaining after ignition 1605.2 g
Correction Factor (Percent by mass of HMA Specimen) 1.06 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 482 C