Summary for Test 2019-05-09-15-4
Test performed: AASHTO T269-14Project Information
Project Identifiers | Project ID: 213336 DEA: 023E7404 EFIS: 0200020160 |
---|---|
DIST-CO-RTE-PM | 02-SHA-299-R7.6/18.3 |
Award Date | 08/24/2018 |
Closeout Date | 09/02/2020 |
Work Description | PAVEMENT PRESERVATION |
Location Description | SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 05/09/2019 | Sample Unique Key | 15 |
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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 | 05/13/2019 |
Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Williams |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D77879 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | 001911 |
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 | 0 |
Sublot number | 0 | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2019-05-09-15
DIME Test ID: 2019-05-09-15-4
Testing Lab: CT D02 - Redding Northern 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: 2019-06-18
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 05/15/2019
1 | 2 | 3 | ||||
---|---|---|---|---|---|---|
2.388 | 2.389 | 2.386 | ||||
2.514 | ||||||
5.0 % | 5.0 % | 5.1 % | ||||
5.0 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/18/2019 ✔