Summary for Test 2020-04-23-19-5
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 214591 DEA: 051M2704 EFIS: 0519000089 |
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DIST-CO-RTE-PM | 05-SB-150-0.0/2.2 |
Award Date | 02/14/2020 |
Closeout Date | 08/23/2021 |
Work Description | RHMA OVERLAY, FULL WIDTH SEGMENT CORRECTION AND COLD PLANE AC. |
Location Description | SANTA BARBARA COUNTY IN AND NEAR CARPINTERIA FROM ROUTE 101/150 SEPARATION TO VENTURA COUNTY LINE |
QA Service Level | 1 (Verified on 05/29/2020) |
Sample Information
Sample Taken Date | 04/23/2020 | Sample Unique Key | 19 |
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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 | 05/07/2020 |
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 | Mark | Last name of sampler or witnessed by | Bennet |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Saticoy | 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: 2020-04-23-19
DIME Test ID: 2020-04-23-19-5
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: 2020-05-22
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: QC
Date of test: 05/07/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 189 psi
Average Wet Tensile Strength: 146 psi
Tensile Strength Ratio: 77.2
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/22/2020 ✔