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Sample Record for 2026-05-28-1

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: 2026-05-28-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Boyd Road Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 1/2" HMA-A 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 A

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: L260342
Binder content (%): 5.3
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: Western Emulsion White City, OR
RAP content (%): 0
WMA Additives: Yes
Antistrip type:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-05-28-1-1
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: 05/29/2026
Date Tested: 05/28/2026
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
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 HMA Sample prior to ignition 1723.2 g
Corrected Asphalt Binder Content 5.38 %
Mass Loss 107 g
Correction Factor (Percent by mass of HMA Specimen) 0.83 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test

DIME Test ID: 2026-05-28-1-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/29/2026
Date Tested: 05/29/2026
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: 1/2" Sieve out of specification
Test Result Compliance: does not comply
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Cumulative percent passing the 2 in. sieve 1000 %
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 48 %
Cumulative percent passing the #8 sieve 36 %
Cumulative percent passing the #16 sieve 28 %
Cumulative percent passing the #30 sieve 21 %
Cumulative percent passing the #50 sieve 15 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 5.4 %