Summary for Test 2018-05-15-30-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212887 DEA: 024F79U4 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-151-5.5/R5.8 |
| Award Date | 01/29/2018 |
| Closeout Date | 01/08/2019 |
| Work Description | HMA/RHMA PAVING AND ADA SIDEWALK WORK. |
| Location Description | SHASTA COUNTY IN SHASTA LAKE CITY FROM PANCAKE HILL DRIVE TO LOCUST AVENUE |
| QA Service Level | 1 (Verified on 04/09/2018) |
Sample Information
| Sample Taken Date | 05/15/2018 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 05/15/2018 |
| Sample type | Verification | A brief description of the sample | 1/2-inch RHMA-G, PG 64-16 CR |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Ortiz |
| Title of sampler | Tester | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77382 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Tullis Inc, Northstate Asphalt, Redding CA | Transportation Laboratory (TL) Number | 002176 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 18-11-S1 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Not set |
| Sublot number | Not set | HMA Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-05-15-30
DIME Test ID: 2018-05-15-30-5
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: 2018-08-02
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: McCormick and Cruz
Date of test: 05/25/2018
Specimen Treatment: Treated
Average Dry Tensile Strength: 126 psi
Average Wet Tensile Strength: 111 psi
Tensile Strength Ratio: 88
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/2/2018 ✔