Summary for Test 2022-01-21-48-2
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 993183 DEA: 031H2704 EFIS: 0316000082 |
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DIST-CO-RTE-PM | 03-YUB-70-R11.2/13.5 |
Award Date | 10/14/2021 |
Closeout Date | Not set |
Work Description | UPGRADE BRIDGE RAILS & CONSTRUCT CONCRETE MEDIAN BARRIER. |
Location Description | YUBA COUNTY NEAR LINDA AND MARYSVILLE FROM 2.4 MILES SOUTH OF FEATHER RIVER BOULEVARD UNDERCROSSING TO THE YUBA RIVER BRIDGE AND OVERHEAD |
QA Service Level | 1 (Verified on 08/16/2021) |
Sample Information
Sample Taken Date | 01/21/2022 | Sample Unique Key | 48 |
---|---|---|---|
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 | 02/10/2022 |
Sample type | Verification | A brief description of the sample | 1/2" HMA-A |
The quantity of what the sample constitutes | 12 boxes of HMA, 2 cans of binder | From where was the sample collected | Source |
First name of sampler or witnessed by | Zack | Last name of sampler or witnessed by | Mason |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Knife River Construction | 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 | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2022-01-21-48
DIME Test ID: 2022-01-21-48-2
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: 2022-03-22
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 02/16/2022
Specimen Treatment: Untreated
Average Dry Tensile Strength: 165 psi
Average Wet Tensile Strength: 137 psi
Tensile Strength Ratio: 0.83
General comments (publicly viewable) (Max 1000 characters): JMF 22-001
Test was verified on 3/22/2022 ✔