Summary for Test 2020-03-23-12-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213733 DEA: 051C85U4 EFIS: 0518000156 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-10.2/17.5 |
| Award Date | 02/19/2019 |
| Closeout Date | 11/15/2021 |
| Work Description | Santa Cruz 1 CAPM and Bridge Rails |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM NORTH APTOS UNDERPASS TO JUNCTION ROUTE 9. |
| QA Service Level | 1 (Verified on 02/14/2019) |
Sample Information
| Sample Taken Date | 03/23/2020 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 04/17/2020 |
| Sample type | Verification | A brief description of the sample | 12 boxes HMA-A |
| The quantity of what the sample constitutes | One JMF Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Romiza |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Felton | 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 | Unknown |
| Sublot number | Unknown | 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: 2020-03-23-12
DIME Test ID: 2020-03-23-12-5
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: 2020-05-01
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Granite QC
Date of test: 03/12/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 186 psi
Average Wet Tensile Strength: 155 psi
Tensile Strength Ratio: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/1/2020 ✔