Summary for Test 2023-10-24-71-1
Test performed: AASHTO T269-14Project Information
Project Identifiers | Project ID: 993804 DEA: 043J0624 EFIS: 0419000534 |
---|---|
DIST-CO-RTE-PM | 04-SM-101-16.5/23.0 |
Award Date | 08/24/2022 |
Closeout Date | 04/10/2024 |
Work Description | COLD PLANE AND PLACE HMA, REPLACE GUARDRAIL AND CURB RAMPS. |
Location Description | SAN MATEO COUNTY AT VARIOUS LOCATION FROM BROADWAY OVERCROSSING TO 0.2 MILE NORTH OF OYSTER POINT BOULEVARD OVERCROSSING |
QA Service Level | 1 (Verified on 05/19/2022) |
Sample Information
Sample Taken Date | 10/24/2023 | Sample Unique Key | 71 |
---|---|---|---|
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 | 10/25/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 RHMA-G |
The quantity of what the sample constitutes | 750 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Kyle | Last name of sampler or witnessed by | Gilbreath |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan-Pleasanton | Transportation Laboratory (TL) Number | C910994 |
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 | 3 |
Sublot number | 1 | HMA Mix Number | D04 JMF 22 036 |
Test Details
DIME Sample ID: 2023-10-24-71
DIME Test ID: 2023-10-24-71-1
Testing Lab: CT D04 - Hayward 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: 2023-12-22
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Luis Magana
Date of test: 11/02/2023
1 | 2 | 3 | ||||
---|---|---|---|---|---|---|
2.301 | 2.288 | 2.282 | ||||
2.415 | ||||||
4.7 % | 5.3 % | 5.5 % | ||||
5.2 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/22/2023 ✔