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Sample Record for 2026-04-22-9

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

Project Information

Project ID: 1000997 DEA: 010J2104 EFIS: 0118000190 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-R2.6/23.9
Work Description: RHMA, HMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT.
Location Description: DEL NORTE COUNTY IN AND NEAR KLAMATH FROM 1.2 MILES SOUTH OF KLAMATH RIVER OVERFLOW TO 1.1 MILE NORTH OF HAMILTON ROAD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: P O BOX 1006, EUREKA, CA 95502-1006
Resident Engineer: Aaron Valley Structure Rep.: Joshua Erler

Sample Information

DIME Sample ID: 2026-04-22-9
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: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/22/2026
The quantity of what the sample constitutes: 24 boxes
A brief description of the sample: 1/2 HMA-A
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: 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: 2026-04-22-9-1
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/23/2026
Date Tested: 04/23/2026
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) 0.5 %
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 %

Test

DIME Test ID: 2026-04-22-9-3
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: 04/22/2026
Date Tested: 04/22/2026
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:
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 1939.8 grams
Mass of container filled with the sample and water for Sample 1 8497.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.464
Theoretical maximum density at 25°C (77°F) 153.4 lb/ft^3

Test

DIME Test ID: 2026-04-22-9-4
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: 04/22/2026
Date Tested: 04/22/2026
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: target 5.00%
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 3954.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5598.6 g
Corrected Asphalt Binder Content 5.42 %
Mass of HMA Sample prior to ignition 1644.2 g
Mass Loss 102.3 g
Mass of aggregate remaining after ignition 1541.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.8 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 482 C