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Sample Record for 2026-06-17-10

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

Project Information

Project ID: 1002310 DEA: 010P6404 EFIS: 0125000053 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-R131.7/134.6
Work Description: Boyes Creek Viaduct
Location Description:
Contractor Name: GR Sundberg Inc
Contractor Address: 5211 Boyd Road, Arcata CA, 95521
Resident Engineer: Ryan Dunne Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-06-17-10
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: 06/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 1/2 RHMA PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Boyd Road

Material Information

HMA Type: RHMA-G
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: 2026-06-17-10-1
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: 06/17/2026
Date Tested: 06/17/2026
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 1985 grams
Mass of container filled with the sample and water for Sample 1 8504.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.404
Theoretical maximum density at 25°C (77°F) 149.6 lb/ft^3

Test

DIME Test ID: 2026-06-17-10-2
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/22/2026
Date Tested: 06/22/2026
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:
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) 0.9 %
Aggregate correction factor for the #8 sieve (% passing) 1.5 %
Aggregate correction factor for the #16 sieve (% passing) 1.1 %
Aggregate correction factor for the #30 sieve (% passing) 0.8 %
Aggregate correction factor for the #50 sieve (% passing) 0.7 %
Aggregate correction factor for the #100 sieve (% passing) 0.6 %
Aggregate correction factor for the #200 sieve (% passing) 0.6 %

Test

DIME Test ID: 2026-06-17-10-3
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: 06/17/2026
Date Tested: 06/17/2026
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 3923 g
Mass of the specimen and specimen basket assembly prior to ignition 5679.7 g
Corrected Asphalt Binder Content 7.46 %
Mass of HMA Sample prior to ignition 1756.7 g
Mass Loss 147.8 g
Mass of aggregate remaining after ignition 1608.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.95 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C