Summary for Test 2019-04-17-26-3
Test performed: AASHTO T269-14Project Information
Project Identifiers | Project ID: 213720 DEA: 024H2004 EFIS: 0218000094 |
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DIST-CO-RTE-PM | 02-SHA-89-26.3/29.2 |
Award Date | 12/19/2018 |
Closeout Date | 08/06/2019 |
Work Description | PAVEMENT OVERLAY |
Location Description | SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE |
QA Service Level | 1 (Verified on 01/04/2019) |
Sample Information
Sample Taken Date | 04/17/2019 | Sample Unique Key | 26 |
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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 | 04/18/2019 |
Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-16) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77829 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Shaw Pit Facility | Transportation Laboratory (TL) Number | 853327 |
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: 2019-04-17-26
DIME Test ID: 2019-04-17-26-3
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: 2019-05-10
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/23/2019
1 | 2 | 3 | ||||
---|---|---|---|---|---|---|
2.440 | 2.440 | 2.442 | ||||
2.466 | ||||||
1.1 % | 1.1 % | 1.0 % | ||||
1.1 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/10/2019 ✔