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Sample Record for 2023-06-05-37

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

Project Information

Project ID: 994322 DEA: 040K4904 EFIS: 0416000094 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-112,185-0.0/1.8,3.4/6.5
Work Description: COLD PLANE AND OVERLAY, UPGRADE CURB RAMPS.
Location Description: ALAMEDA COUNTY IN SAN LEANDRO ON ROUTE 112 FROM DOOLITTLE DRIVE TO EAST 14TH STREET AND ON ROUTE 185 FROM FAIRMONT DRIVE TO FARRELLY DRIVE
Contractor Name: O. C. JONES & SONS INC
Contractor Address: 1520 FOURTH STREET, BERKELEY, CA 94710
Resident Engineer: Rui Zhang Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-05-37
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/06/2023
The quantity of what the sample constitutes: 100 Tons
A brief description of the sample: Startup Evaluation
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan - Pleasanton

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 226108

Test Results

Test 1 of 1

DIME Test ID: 2023-06-05-37-1
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/17/2023
Date Tested: 06/07/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.3 %
Percent Air Voids 2 5.0 %
Percent Air Voids 3 5.3 %
Percent Air Voids Average 5.2 %