Summary for Test 2021-03-02-31-5
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 215073 DEA: 034H5604 EFIS: 0318000332 |
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DIST-CO-RTE-PM | 03-PLA-65-R12.9/R13.1 |
Award Date | 09/02/2020 |
Closeout Date | 09/23/2021 |
Work Description | CONSTRUCT SLOPE PAVING AND PLACE EROSION CONTROL. |
Location Description | PLACER COUNTY IN LINCOLN AT THE SOUTH INGRAM SLOUGH BRIDGE |
QA Service Level | 1 (Verified on 09/10/2020) |
Sample Information
Sample Taken Date | 03/02/2021 | Sample Unique Key | 31 |
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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 | 03/02/2021 |
Sample type | Verification | A brief description of the sample | 3/4" HMA - A w/12% RAP (PG 64-16) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Personnel (SAMPLER) | Last name of sampler or witnessed by | David Drane (WITNESS) |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | JMF21-008 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Materials Company - Roseville | Transportation Laboratory (TL) Number | c764977 |
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 | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2021-03-02-31
DIME Test ID: 2021-03-02-31-5
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2021-04-12
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 03/01/2021
Specimen Treatment: Untreated
Average Dry Tensile Strength: 274 psi
Average Wet Tensile Strength: 240 psi
Tensile Strength Ratio: 0.88
General comments (publicly viewable) (Max 1000 characters): JMF21-008. Jeff Herbert
Test was verified on 4/12/2021 ✔