Summary for Test 2023-09-25-31-2
Test performed: AASHTO T269-14Project Information
Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
---|---|
DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
Award Date | 10/22/2021 |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
Sample Taken Date | 09/25/2023 | Sample Unique Key | 31 |
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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 | 09/26/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" WMA-SP R25 Cores |
The quantity of what the sample constitutes | 1 box 3 cores | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jerid | Last name of sampler or witnessed by | Kupelian |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | CR-24 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fisher Sand and Gravel | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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: 2023-09-25-31
DIME Test ID: 2023-09-25-31-2
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: 2023-09-26
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Colton Carrington
Date of test: 09/26/2023
1 | 2 | 3 | ||||
---|---|---|---|---|---|---|
2.304 | 2.340 | 2.342 | ||||
2.504 | ||||||
8.0 % | 6.5 % | 6.5 % | ||||
7.0 % |
General comments (publicly viewable) (Max 1000 characters): Compaction Results
CR-24 A - 92.0%
CR-24 B - 93.5%
CR-24 C - 93.5%
Test was verified on 9/26/2023 ✔