Summary for Test 2023-06-07-39-6
Test performed: AASHTO T269-14Project Information
Project Identifiers | Project ID: 994322 DEA: 040K4904 EFIS: 0416000094 |
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DIST-CO-RTE-PM | 04-ALA-112,185-0.0/1.8,3.4/6.5 |
Award Date | 12/22/2022 |
Closeout Date | Not set |
Work Description | COLD PLANE AND OVERLAY, UPGRADE CURB RAMPS. |
Location Description | ALAMEDA COUNTY IN SAN LEANDRO ON ROUTE 112 FROM DOOLITTLE DRIVE TO EAST 14TH STREET AND ON ROUTE 185 FROM FAIRMONT DRIVE TO FARRELLY DRIVE |
QA Service Level | 1 (Verified on 10/14/2022) |
Sample Information
Sample Taken Date | 06/07/2023 | Sample Unique Key | 39 |
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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 | 06/07/2023 |
Sample type | Quality Assurance | A brief description of the sample | Hot mix asphalt |
The quantity of what the sample constitutes | 763 Tons | From where was the sample collected | Job Site |
First name of sampler or witnessed by | M | Last name of sampler or witnessed by | Magana |
Title of sampler | RDC QC | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan - Pleasanton | 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 | 1 |
Sublot number | 3 | HMA Mix Number | 226108 |
Test Details
DIME Sample ID: 2023-06-07-39
DIME Test ID: 2023-06-07-39-6
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: 2023-07-17
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Leonardo Mendoza
Date of test: 06/09/2023
1 | 2 | 3 | ||||
---|---|---|---|---|---|---|
2.289 | 2.288 | 2.296 | ||||
2.428 | ||||||
5.7 % | 5.8 % | 5.4 % | ||||
5.6 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/17/2023 ✔