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Testing Report for 2021-03-12-18-1

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

Project Information

DEA: 033F5004
EFIS: 0313000019
Project ID: 215307
QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-5-R7.4/R17.0
Work Description: PLACE HMA (TYPE A) AND MODIFY INTERCONNECTION CONDUIT AND CABLE.
Location Description: GLENN COUNTY IN AND NEAR WILLOWS AT VARIOUS LOCATIONS FROM COUNTY ROAD 57 OVERCROSSING TO COUNTY ROAD 33 OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Tony Granados
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-03-12-18
TL Number from the TL Form: C778174
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 3/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 3/12/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA - A, with 15% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-003
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Drum Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Information

DIME Test ID: 2021-03-12-18-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Date Tested: 3/15/2021
Verified Date: 4/2/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-003.
Test Result Compliance: complies
Additional Comments When Verified : JMF21-003

Submitted Test Results

Asphalt Binder Content: 5.00 %
Correction Factor (Percent by mass of HMA Specimen): no data