Summary for Test 2019-04-29-19-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 213720 DEA: 024H2004 EFIS: 0218000094 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-89-26.3/29.2 |
| Award Date | 12/19/2018 |
| Closeout Date | 08/06/2019 |
| Work Description | PAVEMENT OVERLAY |
| Location Description | SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE |
| QA Service Level | 1 (Verified on 01/04/2019) |
Sample Information
| Sample Taken Date | 04/29/2019 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/29/2019 | Sample type | Verification |
| A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-16) | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D77855 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shaw Pit Facility | |
| Transportation Laboratory (TL) Number | 827789 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 0 |
| Sublot number | 0 | HMA Mix Number | Not set |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2019-04-29-19
DIME Test ID: 2019-04-29-19-2
Testing Lab: CT D02 - Redding Northern Regional 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: 2019-06-04
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/30/2019
Method Performed: no data
Mass of container filled with water: 7341 grams
Mass of oven-dry sample in air for Sample 1: 2661 grams
Mass of container filled with the sample and water for Sample 1: 8929 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.48
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/4/2019 ✔