Summary for Test 2018-05-24-14-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212562 DEA: 024G5504 EFIS: 0214000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-2.7/R11.4 |
| Award Date | 03/12/2018 |
| Closeout Date | 10/05/2020 |
| Work Description | RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS |
| Location Description | SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS |
| QA Service Level | 1 (Verified on 04/04/2018) |
Sample Information
| Sample Taken Date | 05/24/2018 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 05/24/2018 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (PG 64-28) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Chandler | Last name of sampler or witnessed by | Faeth |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77419-1 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 897213 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 18-14-S2 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 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: 2018-05-24-14
DIME Test ID: 2018-05-24-14-5
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: 2018-12-19
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 06/04/2018
Specimen Treatment: Treated
Average Dry Tensile Strength: 120 psi
Average Wet Tensile Strength: 133 psi
Tensile Strength Ratio: 110
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/19/2018 ✔