Summary for Test 2022-05-27-31-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 05/27/2022 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 05/27/2022 |
| Sample type | Verification | A brief description of the sample | 1/2" HMA-A , 15% RAP, PG 64-28 |
| The quantity of what the sample constitutes | 24 boxes of HMA, 2 quarts of binder | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Akira | Last name of sampler or witnessed by | Hasegawa |
| Title of sampler | TE | Telephone number of sampler | |
| Laboratory sample identification | 022-018 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Deer Creek Porterville | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-05-27-31
DIME Test ID: 2022-05-27-31-4
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2022-06-28
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Glenn Bradley
Date of test: 06/28/2022
Specimen Treatment: Untreated
Average Dry Tensile Strength: 159 psi
Average Wet Tensile Strength: 150 psi
Tensile Strength Ratio: 0.943
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/28/2022 ✔