Summary for Test 2020-04-02-14-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214520 DEA: 051H9804 EFIS: 0517000043 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-78.4/79.0 |
| Award Date | 01/08/2020 |
| Closeout Date | 09/25/2020 |
| Work Description | ROADWAY EXCAVATION, PLACE AGGREGATE BASE, HMA AND RHMA-G. |
| Location Description | SANTA BARBARA COUNTY NEAR SANTA MARIA FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF SOLOMON SUMMIT UNDERCROSSING |
| QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
| Sample Taken Date | 04/02/2020 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 04/03/2020 |
| Sample type | Verification | A brief description of the sample | 12 boxes HMA-A |
| The quantity of what the sample constitutes | One JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Sal | Last name of sampler or witnessed by | Zamora |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CalPortland Garey | 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 | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-04-02-14
DIME Test ID: 2020-04-02-14-6
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-04-20
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: CP QC
Date of test: 04/09/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 203 psi
Average Wet Tensile Strength: 151 psi
Tensile Strength Ratio: 74.4
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/20/2020 ✔