Summary for Test 2018-02-20-36-6
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 212852 DEA: 010H7604 |
---|---|
DIST-CO-RTE-PM | 01-MEN-101-33.0/42.0 |
Award Date | 10/10/2017 |
Closeout Date | 08/06/2020 |
Work Description | Fire Damage Repairs: Roadway Repair, Drainage/Slope Repair, Erosion Control, Fencing, MBGR and Sign Replacement, Hazard Tree and Debris Removal. |
Location Description | Not set |
QA Service Level | 1 (Verified on 01/26/2018) |
Sample Information
Sample Taken Date | 02/20/2018 | Sample Unique Key | 36 |
---|---|---|---|
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 | 02/20/2018 |
Sample type | Verification | A brief description of the sample | 1/2 HMA A W/15 RAP |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | a | Last name of sampler or witnessed by | e |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Granite Ukiah | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 1/2 inch | Lot number | Not set |
Sublot number | Not set | HMA Mix Number | Not set |
HMA Pay | No |
Test Details
DIME Sample ID: 2018-02-20-36
DIME Test ID: 2018-02-20-36-6
Testing Lab: CT D01 - District 1 Materials 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: 2018-04-20
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 04/13/2018
Specimen Treatment: no data
Average Dry Tensile Strength: 102 psi
Average Wet Tensile Strength: 93 psi
Tensile Strength Ratio: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2018 ✔