Summary for Test 2020-04-03-19-5
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
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DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
Award Date | 01/16/2019 |
Closeout Date | 01/11/2024 |
Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
Sample Taken Date | 04/03/2020 | Sample Unique Key | 19 |
---|---|---|---|
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 | 04/24/2020 |
Sample type | Verification | A brief description of the sample | boxes of HMA-A |
The quantity of what the sample constitutes | One JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Coalinga | 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
DIME Sample ID: 2020-04-03-19
DIME Test ID: 2020-04-03-19-5
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: 2020-05-08
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: E. Atkins
Date of test: 05/08/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 250 psi
Average Wet Tensile Strength: 203 psi
Tensile Strength Ratio: 81.2
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2020 ✔