Summary for Test 2024-06-30-18-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994686 DEA: 051K4604 EFIS: 0518000210 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-29.7/32.2 |
| Award Date | 09/01/2023 |
| Closeout Date | 04/01/2025 |
| Work Description | COLD PLANE, PLACE HMA, RHMA, CONC PVMT, MODIFY SIGNAL AND LIGHTING. |
| Location Description | SAN LUIS OBISPO COUNTY IN PASO ROBLES FROM 300 FEET WEST OF ROUTE 101/46 SEPARATION TO 0.1 MILE EAST OF AIRPORT ROAD |
| QA Service Level | 1 (Verified on 04/18/2023) |
Sample Information
| Sample Taken Date | 06/30/2024 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/11/2024 | Sample type | Dispute Resolution |
| A brief description of the sample | 3/4" HMA-A 15% RAP PG 64-28PM w/LAS | The quantity of what the sample constitutes | 8 boxes of mix, Two bags aggs, 1 bag of rap, two quart cans of oil |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Isaac |
| Last name of sampler or witnessed by | Larey-Chezem | Title of sampler | TET |
| Telephone number of sampler | (209) 610-9363 | Laboratory sample identification | 024-050 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SPM-Avenal | |
| 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 | 3/4 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | |
| 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: 2024-06-30-18
DIME Test ID: 2024-06-30-18-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2024-08-01
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Measured
Tester's full name: James Brewster
Date of test: 07/18/2024
Method Performed: Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1: 2537.2 grams
Mass of sample in water for Sample 1: 1502.8 grams
Mass of oven-dry sample in air for Sample 2: 2512 grams
Mass of sample in water for Sample 2: 1485 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.453
Specific Gravity for Sample 2: 2.446
Average Specific Gravity: 2.45
Theoretical maximum density at 25°C (77°F): 152.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/1/2024 ✔