Summary for Test 2018-05-16-15-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 211705 DEA: 024G3804 EFIS: 0214000006 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-0.0/8.3 |
| Award Date | 11/30/2016 |
| Closeout Date | 01/02/2019 |
| Work Description | PLACE RUBBERIZED HOT MIX ASPHALT, GUARDRAIL, AND SOME DRAINAGE |
| Location Description | TRINITY COUNTY AT AND NEAR SALYER FROM HUMBOLDT COUNTY LINE TO 0.6 MILE EAST OF GRAY CREEK ROAD |
| QA Service Level | 1 (Verified on 10/25/2017) |
Sample Information
| Sample Taken Date | 05/16/2018 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 05/17/2018 |
| Sample type | Verification | A brief description of the sample | 1/2-inch RHMA-G, PG 64-16 CR |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dave | Last name of sampler or witnessed by | Lockett |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77396 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Mercer Fraser Company, Willow Creek Plant | Transportation Laboratory (TL) Number | 002139 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 18-06-S1 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Not set |
| Sublot number | Not set | HMA Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-05-16-15
DIME Test ID: 2018-05-16-15-5
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: 2018-08-30
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 06/01/2018
Specimen Treatment: Treated
Average Dry Tensile Strength: 136 psi
Average Wet Tensile Strength: 119 psi
Tensile Strength Ratio: 87
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/30/2018 ✔