Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994264 DEA: 010H20U4 EFIS: 0122000085
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-77.3/79.5
Work Description: Project Name: 5th Street Combine (Description of Work: Minor Concrete, Modify Signal and HMA)
Location Description: HUMBOLDT COUNTY IN EUREKA AT VARIOUS LOCATIONS FROM MCCULLENS AVENUE TO 0.1 MILE NORTH OF V STREET AND WEST AVENUE NORTHBOUND
Contractor Name: S.T. Rhoades Construction, Inc.
Contractor Address: 8585 Commercial Way, Redding, CA 96002
Resident Engineer: Kristina Walker Structure Rep.: Unknown
DIME Sample ID: 2023-10-30-49
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/31/2023
The quantity of what the sample constitutes: 1 days production
A brief description of the sample: 1/2" HMA-A 24% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-318
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser B
DIME Test ID: 2023-10-30-49-1
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: 11/03/2023
Date Tested: 10/31/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
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
|
1738.6 g
|
Corrected Asphalt Binder Content
|
5.54 %
|
Mass Loss
|
111.1 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.85 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
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482 C
|