Summary for Test 2023-04-19-14-7
Test performed: AASHTO T269-14Project Information
Project Identifiers | Project ID: 994400 DEA: 09378904 EFIS: 0919000003 |
---|---|
DIST-CO-RTE-PM | 09-KER-14-46.2/52.8 |
Award Date | 01/06/2023 |
Closeout Date | 12/27/2023 |
Work Description | RHMA PLACED OVER PARTIAL DEPTH RECYCLING. |
Location Description | KERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE |
QA Service Level | 1 (Verified on 05/30/2023) |
Sample Information
Sample Taken Date | 04/19/2023 | Sample Unique Key | 14 |
---|---|---|---|
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 | 04/20/2023 |
Sample type | Verification | A brief description of the sample | 3/4" RHMA-G PG64-16 w/Lime |
The quantity of what the sample constitutes | 16 Boxes | From where was the sample collected | Source |
First name of sampler or witnessed by | G3 | Last name of sampler or witnessed by | QC |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | 2931 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | 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 | RHMA-G |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number |
Test Details
DIME Sample ID: 2023-04-19-14
DIME Test ID: 2023-04-19-14-7
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: 2023-04-25
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 04/25/2023
1 | 2 | 3 | ||||
---|---|---|---|---|---|---|
2.395 | 2.399 | 2.398 | ||||
2.47 | ||||||
3.0 % | 2.9 % | 2.9 % | ||||
2.9 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/25/2023 ✔