Summary for Test 2020-03-12-37-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
| Award Date | 05/01/2019 |
| Closeout Date | 02/22/2024 |
| Work Description | Not set |
| Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
| QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
| Sample Taken Date | 03/12/2020 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 03/16/2020 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA - A, w/RAP (LL, Surface) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Walt | Last name of sampler or witnessed by | Wylie (Witness) |
| Title of sampler | Granite Personnel | Telephone number of sampler | |
| Laboratory sample identification | JMF20-008 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite -- Bradshaw Plant | 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 | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-12-37
DIME Test ID: 2020-03-12-37-5
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2021-01-14
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 04/15/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 157 psi
Average Wet Tensile Strength: 128 psi
Tensile Strength Ratio: 82
General comments (publicly viewable) (Max 1000 characters): JMF20-008. Test date estimated.
Test was verified on 1/14/2021 ✔