Summary for Test 2023-07-21-105-4
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 | 07/21/2023 | Sample Unique Key | 105 |
|---|---|---|---|
| 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 | 07/21/2023 |
| Sample type | Informational | A brief description of the sample | 1/2" HMA - A |
| The quantity of what the sample constitutes | 24 boxes of HMA, 2 quarts of binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Erik | Last name of sampler or witnessed by | Svensson |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | 024-004 | Linked DIME Sample ID | 2023-07-21-104 |
| The fabricator/manufacturer/facility name | Granite Bradshaw | 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 |
Test Details
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DIME Sample ID: 2023-07-21-105
DIME Test ID: 2023-07-21-105-4
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: 2024-01-23
Test Results
Unit system used?: US Units
Input Type: Calculated
Tester's full name: Glenn Bradley
Date of test: 08/09/2023
Specimen Treatment: Untreated
Average Dry Tensile Strength: 167 psi
Average Wet Tensile Strength: 161 psi
Tensile Strength Ratio: 0.96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/23/2024 ✔