Print Report | Back to Sample Detail

Sample Record for 2025-08-14-28

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

Project Information

Project ID: 1001111 DEA: 010M6504 EFIS: 0123000052 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-125.7/R131.7
Work Description: REPLACE AC SURFACING AND DELINEATION.
Location Description: HUMBOLDT COUNTY ON ROUTE 101 FROM 0.40 MILE SOUTH OF SOUTH PRAIRIE CREEK UNDERCROSSING TO 2.76 MILES NORTH OF BOYES CREEK VIADUCT
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-08-14-28
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: 08/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2025
The quantity of what the sample constitutes: 4 Boxes HMA
A brief description of the sample: sample at 260 tons
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kernen Blue Lake Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 5.1
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier:
RAP content (%): 15
WMA Additives: Yes
Antistrip type: Evotherm
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-08-14-28-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/21/2025
Date Tested: 08/21/2025
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? No
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 95 %
Cumulative percent passing the 3/8 in. sieve 85 %
Cumulative percent passing the #4 sieve 57 %
Cumulative percent passing the #8 sieve 36 %
Cumulative percent passing the #16 sieve 24 %
Cumulative percent passing the #30 sieve 17 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 8 %
Cumulative percent passing the #200 sieve 6.1 %

Test 2 of 2

DIME Test ID: 2025-08-14-28-2
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: 08/21/2025
Date Tested: 08/20/2025
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 3959.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5462.3 g
Mass of HMA Sample prior to ignition 1502.5 g
Corrected Asphalt Binder Content 4.9 %
Mass Loss 91.2 g
Mass of aggregate remaining after ignition 1411.3 g
Correction Factor (Percent by mass of HMA Specimen) 1.17 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 482 C