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Testing Report for 2020-07-23-34-4

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

Project Information

Project ID: 214805 DEA: 044Q1604 EFIS: 0419000353 QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-4-R32.7/R34.0
Work Description: COLD PLANE AC PAVEMENT AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT.
Location Description: CONTRA COSTA COUNTY IN ANTIOCH AND BRENTWOOD FROM 0.2 MILE WEST OF LONE TREE WAY UNDERCROSSING TO SAND CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-23-34
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: 07/23/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 25 Boxes-Hot Mix Asphalt
A brief description of the sample: 3/4 RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Materials Vernalis

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Information

DIME Test ID: 2020-07-23-34-1
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: 08/05/2020
Date Tested: 07/30/2020
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) 8.61 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 6.18 mm
Stripping Inflection Point (Wheel A) 15013
Stripping Inflection Point (Wheel B) 15773