Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994330 DEA: 09366404 EFIS: 0916000006
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-58.2/60.4
Work Description: HOT MIX ASPHALT (TYPE A), IMPORTED BORROW, AND ROADWAY EXCAVATION.
Location Description: MONO COUNTY ABOUT 6 MILES NORTH OF LEE VINING FROM ROUTE 167 TO 0.4 MILE NORTH OF CONWAY RANCH ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 500 South Main Street, Bishop, CA 93514
Resident Engineer: David Carruba Structure Rep.: Unknown
DIME Sample ID: 2024-07-18-30
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2024
The quantity of what the sample constitutes: 1000 - 1750 Tons
A brief description of the sample: 3/4" HMA
From where was the sample collected: Job Site
Laboratory sample identification: HMA Cores 03
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Lee Vining
DIME Test ID: 2024-07-18-30-1
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/23/2024
Date Tested: 07/23/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: CR-3
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.5 %
|
|
Percent Air Voids 2
|
6.6 %
|
|
Percent Air Voids 3
|
7 %
|
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Average Percent Air Voids
|
5.7 %
|
DIME Test ID: 2024-07-18-30-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 07/23/2024
Date Tested: 07/23/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: CR-3
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
|
2.385
|
|
Bulk Specific Gravity 2
|
2.308
|
|
Bulk Specific Gravity 3
|
2.299
|
|
Average Bulk Specific Gravity
|
2.331
|