Summary for Test 2019-07-01-19-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213826 DEA: 023H1704 EFIS: 0217000066 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-Var |
| Award Date | 02/21/2019 |
| Closeout Date | 11/01/2020 |
| Work Description | COLD IN-PLACE RECYCLING COVERED WITH HMA, GUARDRAIL, STRIPING. |
| Location Description | MODOC COUNTY IN AND NEAR ALTURAS AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROCK CREEK BRIDGE TO PATTERSON STREET |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 07/01/2019 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 07/02/2019 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (PG 64-28 M), 1.1 Lime, 10 RAP |
| The quantity of what the sample constitutes | JMF | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77968 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving, Alturas, CA | Transportation Laboratory (TL) Number | 768941 |
| 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 | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-07-01-19
DIME Test ID: 2019-07-01-19-5
Testing Lab: CT D02 - Redding 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: 2020-04-24
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: D. Valasek and T. McCormick
Date of test: 07/15/2019
Specimen Treatment: Treated
Average Dry Tensile Strength: 177 psi
Average Wet Tensile Strength: 171 psi
Tensile Strength Ratio: 97
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/24/2020 ✔