Summary for Test 2020-08-19-25-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-1.4/4.8 |
| Award Date | Not set |
| Closeout Date | 09/27/2022 |
| Work Description | Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP. |
| Location Description | CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE |
| QA Service Level | 1 (Verified on 03/09/2020) |
Sample Information
| Sample Taken Date | 08/19/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 08/21/2020 |
| Sample type | Verification | A brief description of the sample | Boxes of HMA-A |
| The quantity of what the sample constitutes | One JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | D | Last name of sampler or witnessed by | LaChaine |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Santa Paula | 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: 2020-08-19-25
DIME Test ID: 2020-08-19-25-6
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: 2020-09-02
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: QC
Date of test: 08/19/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 164 psi
Average Wet Tensile Strength: 151 psi
Tensile Strength Ratio: 92.1
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/2/2020 ✔