Summary for Test 2020-07-24-34-4
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 214289 EFIS: 0000001157 Permit Numbers: 0514NMC0478 0519NRT0383 0519NRT0001 0519NRD0572 |
|---|---|
| DIST-CO-RTE-PM | 05---6.9 |
| Award Date | 01/05/2018 |
| Closeout Date | 08/23/2021 |
| Work Description | Reference Permit #0514-NMC-0478 on all correspondence. Note #0519-NRT-0383 is just a time extension for the original permit. Work Desc: Widen Blosser Road to provide a right turn lane for the northbound approach to West Main Street (State Route 166). |
| Location Description | W. Main Street (Hwy 166), Santa Maria |
| QA Service Level | 1 (Verified on 08/07/2019) |
Sample Information
| Sample Taken Date | 07/24/2020 | Sample Unique Key | 34 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/24/2020 |
| Sample type | Verification | A brief description of the sample | RAP for 1/2" HMA |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Syd | Last name of sampler or witnessed by | Valeh |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Dutra | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | San Rafael Quarry |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-07-24-34
DIME Test ID: 2020-07-24-34-4
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2020-08-11
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/04/2020
Method Performed: no data
Mass of container filled with water: 7358.0 grams
Mass of oven-dry sample in air for Sample 1: 1556.0 grams
Mass of container filled with the sample and water for Sample 1: 8288.0 grams
Mass of container filled with water: 7358.0
Mass of oven-dry sample in air for Sample 2: 1556.0 grams
Mass of container filled with the sample and water for Sample 2: 8288.0 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.484
Specific Gravity for Sample 2: 2.484
Average Specific Gravity: 2.484
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/11/2020 ✔