Summary for Test 2022-08-18-87-4
Test performed: AASHTO T269-14Project Information
Project Identifiers | Project ID: 993570 DEA: 051N6304 EFIS: 0521000069 |
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DIST-CO-RTE-PM | 05-SCR-1-20.2/30.0 |
Award Date | 04/21/2022 |
Closeout Date | 01/18/2023 |
Work Description | OVERLAY EXISTING ROADWAY WITH RHMA-G (BWC). |
Location Description | SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM 0.1 MILE NORTH OF WESTERN DRIVE TO 0.1 MILE SOUTH OF DAVENPORT LANDING ROAD |
QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
Sample Taken Date | 08/18/2022 | Sample Unique Key | 87 |
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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 | 09/02/2022 |
Sample type | Dispute Resolution | A brief description of the sample | 1/2" RHMA-G |
The quantity of what the sample constitutes | 16 boxes of mix | From where was the sample collected | Supplier |
First name of sampler or witnessed by | A. Romiza | Last name of sampler or witnessed by | A. Romiza |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | 2022-08-18-85 | |
The fabricator/manufacturer/facility name | A.R. Wilson Quarry Aromas Batch Plant | 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 |
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HMA Grading | 1/2 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-18-87
DIME Test ID: 2022-08-18-87-4
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2022-09-14
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 09/14/2022
1 | 2 | 3 | ||||
---|---|---|---|---|---|---|
2.426 | 2.427 | 2.425 | ||||
2.462 | ||||||
1.5 % | 1.4 % | 1.5 % | ||||
1.5 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/14/2022 ✔