Summary for Test 2023-10-09-6-4
Test performed: AASHTO T269-14Project Information
Project Identifiers | Project ID: 994102 DEA: 11430644 EFIS: 1119000045 |
---|---|
DIST-CO-RTE-PM | 11-SD-905-12.0 |
Award Date | 10/28/2022 |
Closeout Date | Not set |
Work Description | CONSTRUCT WEIGH-IN-MOTION FACILITY, CRCP, HMA, AND RETAINING WALL. |
Location Description | SAN DIEGO COUNTY NEAR SAN DIEGO AT OTAY MESA COMMERCIAL VEHICLE ENFORCEMENT FACILITY |
QA Service Level | 1 (Verified on 08/24/2022) |
Sample Information
Sample Taken Date | 10/09/2023 | Sample Unique Key | 6 |
---|---|---|---|
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 | 10/10/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
The quantity of what the sample constitutes | 12 boxes 3 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Fuentes |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 8305-PSU | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Otay | 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 | 220817 Otay Val |
Test Details
DIME Sample ID: 2023-10-09-6
DIME Test ID: 2023-10-09-6-4
Testing Lab: CT D11 - District 11 Materials 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: 2023-10-31
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/13/2023
1 | 2 | 3 | ||||
---|---|---|---|---|---|---|
2.435 | 2.428 | 2.431 | ||||
2.517 | ||||||
3.3 % | 3.5 % | 3.4 % | ||||
3.4 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/31/2023 ✔