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Testing Report for 2021-03-12-19-4

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: 2021-03-12-19
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: Reclaimed Asphalt Pavement
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: 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

RAP Source: KRC Orland
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):

Test Information

DIME Test ID: 2021-03-12-19-4
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Date Tested: 12/7/2020
Verified Date: 4/5/2021
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 :

Submitted Test Results

Asphalt Binder Content: 4.79 %
Correction Factor (Percent by mass of HMA Specimen): no data