Summary for Test 2020-10-20-26-5
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
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DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
Award Date | 05/01/2019 |
Closeout Date | 02/22/2024 |
Work Description | Not set |
Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
Sample Taken Date | 10/20/2020 | Sample Unique Key | 26 |
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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 | 12/01/2020 |
Sample type | Verification | A brief description of the sample | 3/4-inch HMA A - w/RAP (Long Life, Surface) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | J. Buscheck (WITNESS) | Last name of sampler or witnessed by | Granite Personnel (SAMPLER) |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | JMF21-001 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction Company - Bradshaw | Transportation Laboratory (TL) Number | Unknown |
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 |
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HMA Grading | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
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No assigned tests for this sample. |
Test Details
DIME Sample ID: 2020-10-20-26
DIME Test ID: 2020-10-20-26-5
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: 2021-03-18
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 03/03/2021
Specimen Treatment: Untreated
Average Dry Tensile Strength: 160 psi
Average Wet Tensile Strength: 132 psi
Tensile Strength Ratio: 0.83
General comments (publicly viewable) (Max 1000 characters): JMF21-001.
Test was verified on 3/18/2021 ✔