Summary for Test 2019-04-22-9-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213888 DEA: 024H2704 EFIS: 0218000101 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-34.0/43.2 |
| Award Date | 03/21/2019 |
| Closeout Date | 12/04/2019 |
| Work Description | PLACE HMA (TYPE A) OVERLAY. |
| Location Description | SHASTA COUNTY AT AND NEAR VIOLA FROM 0.2 MILE EAST OF MILL CREEK ROAD TO 0.8 MILE EAST OF DEER FLAT ROAD |
| QA Service Level | 1 (Verified on 04/03/2019) |
Sample Information
| Sample Taken Date | 04/22/2019 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 04/22/2019 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (PG 64-16) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Ortiz |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77839 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt | Transportation Laboratory (TL) Number | 736649 |
| 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 | 0 |
| Sublot number | 0 | HMA Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-04-22-9
DIME Test ID: 2019-04-22-9-5
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: 2019-06-26
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: D. Valasek and T. McCormick
Date of test: 04/29/2019
Specimen Treatment: Treated
Average Dry Tensile Strength: 196 psi
Average Wet Tensile Strength: 195 psi
Tensile Strength Ratio: 100
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/26/2019 ✔