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Sample Record for 2021-05-19-29

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

Project Information

Project ID: 215596 DEA: 061C1604 EFIS: 0621000103 QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD,MAD-99-1.5/7.4
Work Description: Remove and replace failed pavement on the number 2 lane on both the N and S directions.
Location Description:
Contractor Name: CHRISP COMPANY
Contractor Address: 1001 Stokes Avenue, Stockton, CA 95213
Resident Engineer: FELIX VAQUILAR Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-19-29
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2021
The quantity of what the sample constitutes: 4 boxes at 680 tons
A brief description of the sample: 3/4" RHMA-G PG64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials - Madera

Material Information

HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 6
HMA Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2021-05-19-29-1
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)
Verified Date: 06/15/2021
Date Tested: 06/10/2021
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd., Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email:
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test procedure used? no data
Mass of HMA prior to ignition no data
Corrected Asphalt Binder Content 7.10 %
Mass of aggregate remaining after ignition no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data