Summary for Test 2022-09-26-43-2
Test performed: AASHTO T269-14Project Information
Project Identifiers | Project ID: 215374 DEA: 060X2704 EFIS: 0618000048 |
---|---|
DIST-CO-RTE-PM | 06-FRE-5-37.2/48.8 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PAVEMENT REHABILITATION |
Location Description | FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC |
QA Service Level | 1 (Verified on 12/16/2020) |
Sample Information
Sample Taken Date | 09/26/2022 | Sample Unique Key | 43 |
---|---|---|---|
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 | 09/30/2022 |
Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA-G |
The quantity of what the sample constitutes | 3 Boxes | From where was the sample collected | Source |
First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | Latham |
Title of sampler | Consltant | Telephone number of sampler | |
Laboratory sample identification | 022-075 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Coalinga HMA Plant | Transportation Laboratory (TL) Number | C026837 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
---|---|---|---|
HMA Grading | 1/2 inch | Lot number | 9 |
Sublot number | 10 | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2022-09-26-43
DIME Test ID: 2022-09-26-43-2
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2022-10-07
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 10/05/2022
1 | 2 | 3 | ||||
---|---|---|---|---|---|---|
2.257 | 2.254 | 2.254 | ||||
2.365 | ||||||
4.6 % | 4.7 % | 4.7 % | ||||
4.7 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/7/2022 ✔