Summary for Test 2020-07-24-38-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214562 DEA: 040J7104 EFIS: 0414000029 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-1.8/4.4 |
| Award Date | 03/17/2020 |
| Closeout Date | 02/29/2024 |
| Work Description | RAISE BRIDGE AND PLACE STRUCTURAL CONCRETE. |
| Location Description | SOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 12/03/2019) |
Sample Information
| Sample Taken Date | 07/24/2020 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 07/24/2020 |
| Sample type | Verification | A brief description of the sample | 1/2 inch RHMA Sample from Plant |
| The quantity of what the sample constitutes | 14 boxes | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | CTInspectorIArechiga | Last name of sampler or witnessed by | CTInspectorIArechiga |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SYAN VALEJO | 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 |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-07-24-38
DIME Test ID: 2020-07-24-38-6
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: 2020-08-17
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Reza Dineli
Date of test: 08/12/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 145 psi
Average Wet Tensile Strength: 116 psi
Tensile Strength Ratio: 0.8
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/17/2020 ✔