Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2026-06-19-6
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: 06/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2026
The quantity of what the sample constitutes: 4 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 Plant A
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 Emulsions White City OR
RAP content (%):
WMA Additives: Yes
Antistrip type:
DIME Test ID: 2026-06-19-6-4
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: 06/22/2026
Date Tested: 06/22/2026
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: OBC 5.3%
Limits 5.0-5.8%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
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Method A
|
|
Mass of HMA Sample prior to ignition
|
1862.2 g
|
|
Corrected Asphalt Binder Content
|
5.42 %
|
|
Mass Loss
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1745.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.83 %
|
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Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-06-19-6-5
Test Method: AASHTO T30-19: 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 - 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: #4 Sieve Limits 48-59%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is an aggregate correction factor used?
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Yes
|
|
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
|
91 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
73 %
|
|
Cumulative percent passing the #4 sieve
|
60 %
|
|
Cumulative percent passing the #8 sieve
|
38 %
|
|
Cumulative percent passing the #16 sieve
|
25 %
|
|
Cumulative percent passing the #30 sieve
|
18 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
4 %
|
