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Testing Report for 2020-07-22-43-4

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

Project Information

Project ID: 214059 DEA: 042K7504 EFIS: 0417000019 QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-152-7.6/M10.2
Work Description: ROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES.
Location Description: SANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Gene Malonzo Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-22-43
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: 07/22/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 22 boxes
A brief description of the sample: 1/2" HMA
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construciton Los Banos

Material Information

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

Test Information

DIME Test ID: 2020-07-22-43-1
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: 08/14/2020
Date Tested: 08/07/2020
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

Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 20000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 20000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 6.76 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 4.09 mm
Stripping Inflection Point (Wheel A) 18888
Stripping Inflection Point (Wheel B) 20653