Print Report | Back to Test Summary

Testing Report for 2020-06-18-48-1

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

Project Information

DEA: 031G2504
EFIS: 0318000107
Project ID: 214797
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-193-19.3/R24.7
Work Description: COLD PLANE AC PAVEMENT, RHMA-G OVERLAY, & REPLACE GUARDRAIL.
Location Description: EL DORADO COUNTY NEAR PLACERVILLE FROM 0.1 MILE NORTH OF GARDEN VALLEY ROAD TO SOUTH FORK AMERICAN RIVER BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer:
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-18-48
TL Number from the TL Form:
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: 6/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 6/19/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2 inch RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Clements Plant

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Information

DIME Test ID: 2020-06-18-48-1
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: 7/30/2020
Verified Date: 11/6/2020
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: JMF20-012B
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Asphalt Binder Content: 7.70 %
Correction Factor (Percent by mass of HMA Specimen): no data