Summary for Test 2020-06-08-38-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213835 DEA: 051F7404 EFIS: 0514000049 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-R28.0/R30.6 |
| Award Date | 04/03/2019 |
| Closeout Date | 08/23/2021 |
| Work Description | PLACE CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ON EXISTING ROADWAY. |
| Location Description | MONTEREY COUNTY NEAR SAN LUCAS FROM 0.1 MILE SOUTH OF PARIS VALLEY ROAD OVERCROSSING TO RANCHO UNDERCROSSING |
| QA Service Level | 1 (Verified on 02/18/2019) |
Sample Information
| Sample Taken Date | 06/08/2020 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 06/19/2020 |
| Sample type | Verification | A brief description of the sample | Boxes of HMA-A |
| The quantity of what the sample constitutes | One JMF Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | Scott |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SPM Templeton | 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
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DIME Sample ID: 2020-06-08-38
DIME Test ID: 2020-06-08-38-5
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: 2020-07-06
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: QC
Date of test: 06/08/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 311 psi
Average Wet Tensile Strength: 263 psi
Tensile Strength Ratio: 84.6
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2020 ✔