Summary for Test 2020-05-26-22-8
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 214516 DEA: 024H2404 EFIS: 0218000098 |
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DIST-CO-RTE-PM | 02-TRI-3-32.0/38.0,53.7/63.8 |
Award Date | 12/23/2019 |
Closeout Date | 02/18/2021 |
Work Description | PLACE HMA (TYPE A) OVERLAY, SHOULDER BACKING, AND TRAFFIC STRIPE. |
Location Description | TRINITY COUNTY NEAR WEAVERVILLE FROM 0.4 MILE NORTH OF BROWNS RANCH ROAD TO 0.1 MILE NORTH OF RUSH CREEK ROAD AND FROM EAST FORK STUART BRIDGE TO 2.4 MILES NORTH OF EL DORADO WAY |
QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
Sample Taken Date | 05/26/2020 | Sample Unique Key | 22 |
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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 | 05/26/2020 |
Sample type | Verification | A brief description of the sample | 3/8" Type A HMA PG 64-28 M |
The quantity of what the sample constitutes | not provided | From where was the sample collected | Source |
First name of sampler or witnessed by | DXXX | Last name of sampler or witnessed by | Norper |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D78447 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis Northstate Asphalt | Transportation Laboratory (TL) Number | 002551 |
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 | 3/8 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-26-22
DIME Test ID: 2020-05-26-22-8
Testing Lab: CT D02 - Redding 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: 2020-10-12
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Darrell Valasek
Date of test: 05/26/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 190 psi
Average Wet Tensile Strength: 189 psi
Tensile Strength Ratio: 99
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2020 ✔