Summary for Test 2024-06-27-89-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
| Award Date | 02/16/2022 |
| Closeout Date | 09/02/2025 |
| Work Description | Cholame Segment |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 06/27/2024 | Sample Unique Key | 89 |
|---|---|---|---|
| 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 | 07/30/2024 |
| Sample type | Dispute Resolution | A brief description of the sample | 3/4 HMA boxes, Aggs, Rap, and Oil |
| The quantity of what the sample constitutes | L220596T L2 SL4 - 750 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Brooks |
| Title of sampler | SPM QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Sierra Pacific Materials - Templeton | 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 | 2 |
| Sublot number | 4 | HMA Mix Number | L220596T |
| 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: 2024-06-27-89
DIME Test ID: 2024-06-27-89-2
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: 2024-08-08
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: 08/05/2024
Method Performed: Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1: 2510.5 grams
Mass of sample in water for Sample 1: 1474.3 grams
Mass of oven-dry sample in air for Sample 2: 2523.4 grams
Mass of sample in water for Sample 2: 1481.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.423
Specific Gravity for Sample 2: 2.422
Average Specific Gravity: 2.423
Theoretical maximum density at 25°C (77°F): 150.8 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/8/2024 ✔