Print Report | Back to Test Summary

Testing Report for 2021-09-09-43-4

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

Project Information

DEA: 041J5694
EFIS: 0419000313
Project ID: 214601
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-101-0.0/21.8
Work Description: Barrier modifications, overhead signs, freeway lighting and electronic toll system components
Location Description: SANTA CLARA AND SAN MATEO COUNTIES FROM 0.3 MILE NORTH OF SAN ANTONIO ROAD TO 0.3 MILE SOUTH OF GRAND AVENUE INTERCHANGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Douglas Inori
Structure Rep.: Tyler Pinell

Sample Information

DIME Sample ID: 2021-09-09-43
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - DME / District Lab
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 9/9/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/14/2021
The quantity of what the sample constitutes: 16 Boxes
A brief description of the sample: 16 Mohes of RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hanson Sunol

Material Information

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

Test Information

DIME Test ID: 2021-09-09-43-4
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: 9/30/2021
Verified Date: 10/14/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Test procedure used?: Method A
Asphalt Binder Content: 7.57 %
Mass of HMA prior to ignition: 1616.1 g
Mass of aggregate remaining after ignition: 1476.9 g
Correction Factor (Percent by mass of HMA Specimen): 1.04 %
Moisture Content: no data
Test Temperature: 1000.4 F