Summary for Test 2020-02-14-14-6
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 213733 DEA: 051C85U4 EFIS: 0518000156 |
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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 | 02/14/2020 | Sample Unique Key | 14 |
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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 | 03/04/2020 |
Sample type | Verification | A brief description of the sample | Loose Mix HMA-A |
The quantity of what the sample constitutes | One JMF | 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 Salinas | 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
DIME Sample ID: 2020-02-14-14
DIME Test ID: 2020-02-14-14-6
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: 2020-03-20
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Granite
Date of test: 01/17/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 252 psi
Average Wet Tensile Strength: 191 psi
Tensile Strength Ratio: 75.8
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/20/2020 ✔