Summary for Test 2019-04-02-11-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213912 DEA: 033H71U4 EFIS: 0319000051 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-70-8.8/12.1 |
| Award Date | 05/09/2019 |
| Closeout Date | 09/23/2021 |
| Work Description | WIDEN RDWY, RDWY EX, HMA & MODIFY ELECT SYSTEM. |
| Location Description | BUTTE COUNTY NEAR OROVILLE FROM 0.1 MILE SOUTH OF PALERMO ROAD TO 0.6 MILE NORTH OF OPHIR ROAD |
| QA Service Level | 1 (Verified on 02/21/2019) |
Sample Information
| Sample Taken Date | 04/02/2019 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 04/10/2019 |
| Sample type | Quality Control | A brief description of the sample | QC for Assembling JMF |
| The quantity of what the sample constitutes | 500 tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jon | Last name of sampler or witnessed by | Blumer |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Materials Hallwood | 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 | 1/2 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: 2019-04-02-11
DIME Test ID: 2019-04-02-11-4
Testing Lab: Teichert Materials - Sacramento
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2019-06-05
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Eric Gifford
Date of test: 04/02/2019
Specimen Treatment: Untreated
Average Dry Tensile Strength: 217 psi
Average Wet Tensile Strength: 193 psi
Tensile Strength Ratio: 89
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2019 ✔