Summary for Test 2019-01-11-8-2
Test performed: AASHTO T269-14Project Information
Project Identifiers | Project ID: 213718 DEA: 071XJ704 EFIS: 0719000092 |
---|---|
DIST-CO-RTE-PM | 07-VEN-1-4.75/5.25, 4.75-5.25 |
Award Date | 10/19/2018 |
Closeout Date | 04/30/2020 |
Work Description | Repair eroded support slopes, shoulders and utilities and install RSP to prevent erosion from high surf |
Location Description | Not set |
QA Service Level | 1 (Verified on 04/30/2020) |
Sample Information
Sample Taken Date | 01/11/2019 | Sample Unique Key | 8 |
---|---|---|---|
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 | 01/15/2019 |
Sample type | Acceptance | A brief description of the sample | HMA-A 3/4" R15 PG64-16/10 (0.5% LAS) |
The quantity of what the sample constitutes | unknown | From where was the sample collected | Source |
First name of sampler or witnessed by | unknown | Last name of sampler or witnessed by | unknown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | vulcan saticoy | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | Not set |
Sublot number | Not set | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2019-01-11-8
DIME Test ID: 2019-01-11-8-2
Testing Lab: CT D08 - Fontana Southern Regional 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: 2019-01-31
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Roger Khoudessian
Date of test: 01/18/2019
1 | 2 | 3 | ||||
---|---|---|---|---|---|---|
2.432 | 2.436 | 2.435 | ||||
2.501 | ||||||
2.8 % | 2.6 % | 2.6 % | ||||
2.7 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/31/2019 ✔