Summary for Test 2020-04-24-20-7
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 214175 DEA: 030H4804 EFIS: 0315000198 |
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DIST-CO-RTE-PM | 03-SAC-99-0.1/1.6,11.8/21.6 |
Award Date | 08/20/2019 |
Closeout Date | 08/11/2023 |
Work Description | COLD PLANE AC PAVEMENT AND RHMA OVERLAY. |
Location Description | SACRAMENTO COUNTY IN AND NEAR GALT FROM DRY CREEK BRIDGE TO SIMMERHORN ROAD AND IN ELK GROVE AND SACRAMENTO FROM 0.9 MILE SOUTH OF ELK GROVE BOULEVARD TO MARTIN LUTHER KING JR BOULEVARD |
QA Service Level | 1 (Verified on 05/29/2019) |
Sample Information
Sample Taken Date | 04/24/2020 | Sample Unique Key | 20 |
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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 | 04/24/2020 |
Sample type | Verification | A brief description of the sample | 1/2 inch RHMA-G |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | GRI Personnel | Last name of sampler or witnessed by | GRI Personnel |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | George Reed - Clements Plant | 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 | RHMA-G |
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HMA Grading | 1/2 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-04-24-20
DIME Test ID: 2020-04-24-20-7
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: 2020-09-23
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 04/28/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 150 psi
Average Wet Tensile Strength: 118 psi
Tensile Strength Ratio: 79
General comments (publicly viewable) (Max 1000 characters): JMF 20-012
Test was verified on 9/23/2020 ✔