Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994399 DEA: 09378704 EFIS: 0919000001
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-55.5/58.2
Work Description: PARTIAL DEPTH RECYCLE AND HMA (TYPE A).
Location Description: MONO COUNTY NEAR LEE VINING FROM 0.2 MILE SOUTH OF CEMETERY ROAD TO ROUTE 167
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: David Carruba Structure Rep.: Unknown
DIME Sample ID: 2023-08-02-73
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2023
The quantity of what the sample constitutes: 9500 - 10250 Tons
A brief description of the sample: 3/4" HMA Cores
From where was the sample collected: Job Site
Laboratory sample identification: HMA Cores 14
Structure unique identifier:
Structure name: Hwy 395 / Cemetery Rd
The fabricator/manufacturer/facility name: Granite Lee Vining
DIME Test ID: 2023-08-02-73-1
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: 08/10/2023
Date Tested: 08/07/2023
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: Cor-14
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.343
|
Bulk Specific Gravity 2
|
2.313
|
Bulk Specific Gravity 3
|
2.284
|
Average Bulk Specific Gravity
|
2.28
|
DIME Test ID: 2023-08-02-73-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/10/2023
Date Tested: 08/07/2023
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: Compaction:
14A = 91.5%
14B = 94.4%
14C = 93.2%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
4.4 %
|
Percent Air Voids 2
|
5.6 %
|
Percent Air Voids 3
|
6.8 %
|
Average Percent Air Voids
|
5.6 %
|