Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993798 DEA: 09366804 EFIS: 0916000021
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-117.3/117.9
Work Description: MEADOW FARMS ADA
Location Description: INYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST OF SEE VEE LANE TO BARLOW LANE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. BOX 2210, PISMO BEACH, CA 93448-2210
Resident Engineer: Adam Zumstein Structure Rep.: Mulugheta Belay
DIME Sample ID: 2025-11-05-29
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: 11/05/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/05/2025
The quantity of what the sample constitutes: 1 box 1 core
A brief description of the sample: 3/4” HMA Core
From where was the sample collected: Job Site
Laboratory sample identification: CR-04
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges Plant Bishop
DIME Test ID: 2025-11-05-29-2
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/07/2025
Date Tested: 11/06/2025
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 04 Density: CR 4A (1) =93.2%, CR-4A (2)= 94.3%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
6.8 %
|
|
Percent Air Voids 2
|
5.7 %
|
|
Average Percent Air Voids
|
6.3 %
|
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Average Core Density
|
93.7 %
|
DIME Test ID: 2025-11-05-29-3
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: 11/07/2025
Date Tested: 11/06/2025
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-04
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.284
|
|
Bulk Specific Gravity 2
|
2.311
|
|
Average Bulk Specific Gravity
|
2.298
|