Summary for Test 2022-02-14-57-2
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 214572 DEA: 034E62U4 EFIS: 0319000068 |
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DIST-CO-RTE-PM | 03-ED-50-18.5/24.2 |
Award Date | 05/04/2020 |
Closeout Date | Not set |
Work Description | CONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY. |
Location Description | EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD |
QA Service Level | 1 (Verified on 03/18/2020) |
Sample Information
Sample Taken Date | 02/14/2022 | Sample Unique Key | 57 |
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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 | 03/11/2022 |
Sample type | Verification | A brief description of the sample | 3/4" HMA-A |
The quantity of what the sample constitutes | 24 boxes of mix | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | O'Halloron |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Grantline | 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 | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2022-02-14-57
DIME Test ID: 2022-02-14-57-2
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2022-05-16
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 03/16/2022
Specimen Treatment: Untreated
Average Dry Tensile Strength: 166 psi
Average Wet Tensile Strength: 137 psi
Tensile Strength Ratio: 0.83
General comments (publicly viewable) (Max 1000 characters): JMF22-006
Test was verified on 5/16/2022 ✔