Summary for Test 2024-09-30-30-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000212 DEA: 112N1944 EFIS: 1123000091 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-8-R74.5/R83.2 |
| Award Date | 05/31/2024 |
| Closeout Date | 05/06/2025 |
| Work Description | HMA OVERLAY, COLD PLANE, SHOULDER BACKING, STRIPING AND SIGNS. |
| Location Description | IMPERIAL COUNTY ABOUT 26 MILES EAST OF HOLTVILLE FROM 1.0 MILE EAST OF GORDONS WELL OVERCROSSING TO 0.6 MILE WEST OF OGILBY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 09/30/2024 | 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 | 10/01/2024 |
| Sample type | Quality Assurance | A brief description of the sample | JMFR |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | 6193804522 | |
| Laboratory sample identification | 1101-JMFR | Linked DIME Sample ID | 2024-09-30-32 |
| The fabricator/manufacturer/facility name | API Gateway | Transportation Laboratory (TL) Number | |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 39 | |
| 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: 2024-09-30-30
DIME Test ID: 2024-09-30-30-2
Testing Lab: CT D11 - District 11 Materials 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: 2024-10-11
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: Daniel Smith
Date of test: 10/02/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7475.6 grams
Mass of oven-dry sample in air for Sample 1: 1544.5 grams
Mass of container filled with the sample and water for Sample 1: 8406.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.519
Theoretical maximum density at 25°C (77°F): 156.8 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Complies Target 2.521 Tested 2.519
Test was verified on 10/11/2024 ✔