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Testing Report for 2020-11-14-8-1

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

Project Information

DEA: 030H10U4
EFIS: 0317000246
Project ID: 213411
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Girmay Beyene
Structure Rep.: Luis Guzman

Sample Information

DIME Sample ID: 2020-11-14-8
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: 11/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 1/7/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" Type A - HMA, LL Rich Bottom
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-004
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins - Continuous Plant Dreyer Drum

Material Information

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

Test Information

DIME Test ID: 2020-11-14-8-1
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: 3/8/2021
Verified Date: 3/29/2021
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: JMF21-004.
Test Result Compliance: complies
Additional Comments When Verified : JMF21-004

Submitted Test Results

Asphalt Binder Content: 5.70 %
Correction Factor (Percent by mass of HMA Specimen): no data