Summary for Test 2020-01-30-17-6
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 214634 DEA: 051M2404 EFIS: 0519000085 |
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DIST-CO-RTE-PM | 05-SB-101-21.8/22.0 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Goleta Cross Slope Correction |
Location Description | Not set |
QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
Sample Taken Date | 01/30/2020 | Sample Unique Key | 17 |
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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 | 01/31/2020 |
Sample type | Verification | A brief description of the sample | 12 x 20 lbs boxes |
The quantity of what the sample constitutes | Verification Testing | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Sal | Last name of sampler or witnessed by | Zamora |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D5 20-J-001 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | CalPortland Garey | 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 | Unknown |
Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-01-30-17
DIME Test ID: 2020-01-30-17-6
Testing Lab: CT D05 - San Luis Obispo 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: 2020-02-20
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 02/18/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 228 psi
Average Wet Tensile Strength: 197 psi
Tensile Strength Ratio: 86.4
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/20/2020 ✔