Summary for Test 2023-08-02-73-2
Test performed: AASHTO T269-14Project Information
Project Identifiers | Project ID: 994399 DEA: 09378704 EFIS: 0919000001 |
---|---|
DIST-CO-RTE-PM | 09-MNO-395-55.5/58.2 |
Award Date | 12/22/2022 |
Closeout Date | 12/22/2023 |
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 |
QA Service Level | 1 (Verified on 07/31/2023) |
Sample Information
Sample Taken Date | 08/02/2023 | Sample Unique Key | 73 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 08/07/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA Cores |
The quantity of what the sample constitutes | 9500 - 10250 Tons | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jeffery | Last name of sampler or witnessed by | Puente |
Title of sampler | QA | Telephone number of sampler | |
Laboratory sample identification | HMA Cores 14 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Lee Vining | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Hwy 395 / Cemetery Rd |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number |
Test Details
DIME Sample ID: 2023-08-02-73
DIME Test ID: 2023-08-02-73-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Test Release Date: 2023-08-10
Test Results
Number of tests: 3
Is the sample lab compacted or field compacted?:
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 08/07/2023
1 | 2 | 3 | ||||
---|---|---|---|---|---|---|
2.343 | 2.313 | 2.284 | ||||
2.451 | ||||||
4.4 % | 5.6 % | 6.8 % | ||||
5.6 % |
General comments (publicly viewable) (Max 1000 characters): Compaction:
14A = 91.5%
14B = 94.4%
14C = 93.2%
Test was verified on 8/10/2023 ✔