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Testing Report for 2020-08-18-30-2

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

Project Information

Project ID: 210673 DEA: 042640F4 EFIS: 0400020132 COOP: 042308A3 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-101-4.0/7.1
Work Description: DESIGN THE NORTHERLY SEGMENT OF THE MARIN-SONOMA NARROWS PROJECT AND INCLUDES SOUND WALLS, BRIDGES, MEDIAN WIDENING AND RAMP WIDENING.
Location Description: JUST NORTH OF THE U.S. 101 AND STATE ROUTE 116 CONNECTION TO 0.3 MILE NORTH OF THE CORONA ROAD OVERCROSSING IN THE CITY OF PETALUMA.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Richard Duncan Structure Rep.: Brian Beaudoin

Sample Information

DIME Sample ID: 2020-08-18-30
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: 08/18/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 24 boxes
A brief description of the sample: Hot mix asphalt in boxes
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bodean Mark West Quarry

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Information

DIME Test ID: 2020-08-18-30-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/02/2020
Date Tested: 08/28/2020
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: complies
Additional Comments When Verified :

Submitted Test Results

Bulk Specific Gravity 2.463
Bulk Specific Gravity 2 2.468
Bulk Specific Gravity 3 2.460
Average Bulk Specific Gravity 2.464