Summary for Test 2020-07-22-43-6
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 214059 DEA: 042K7504 EFIS: 0417000019 |
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DIST-CO-RTE-PM | 04-SCL-152-7.6/M10.2 |
Award Date | 05/24/2019 |
Closeout Date | 04/12/2021 |
Work Description | ROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES. |
Location Description | SANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101 |
QA Service Level | 1 (Verified on 06/04/2019) |
Sample Information
Sample Taken Date | 07/22/2020 | Sample Unique Key | 43 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
Sample type | Verification | A brief description of the sample | 1/2" HMA |
The quantity of what the sample constitutes | 22 boxes | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Purvi | Last name of sampler or witnessed by | Shah |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Construciton Los Banos | 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: 2020-07-22-43
DIME Test ID: 2020-07-22-43-6
Testing Lab: CT D04 - Hayward DME / District 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: 2020-08-14
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Reza Dineli
Date of test: 08/06/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 136 psi
Average Wet Tensile Strength: 205 psi
Tensile Strength Ratio: 0.66
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/14/2020 ✔