Summary for Test 2025-07-07-84-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000540 DEA: 051Q03U4 EFIS: 0524000192 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO,KER-46-60.3/60.8,0.0/0.4 |
| Award Date | 12/13/2024 |
| Closeout Date | 05/04/2026 |
| Work Description | VERTICAL CURVE AND EXTEND EXISTING TRUCK CLIMBING LANE. |
| Location Description | SAN LUIS OBISPO AND KERN COUNTIES NEAR CHOLAME FROM 2.0 MILES EAST OF ANTELOPE ROAD TO 0.4 MILE EAST OF THE KERN COUNTY LINE. |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 07/07/2025 | Sample Unique Key | 84 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/10/2025 | Sample type | Verification |
| A brief description of the sample | JMFV | The quantity of what the sample constitutes | 12 boxes |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Gerardo |
| Last name of sampler or witnessed by | Cordero | Title of sampler | TET |
| Telephone number of sampler | 6199366795 | Laboratory sample identification | 25-087-07-84-JMFV |
| Linked DIME Sample ID | 2025-07-07-85 | The fabricator/manufacturer/facility name | Sierra Pacific - 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 39AC34GGLM SPM SJR | |
| Binder content (%) | 0.0 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | SJR |
| RAP content (%) | 0 | WMA Additives | Yes |
| Antistrip type | Dry Lime |
Test Details
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DIME Sample ID: 2025-07-07-84
DIME Test ID: 2025-07-07-84-2
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: 2025-09-16
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: 09/15/2025
Method Performed: no data
Mass of container filled with water: 7475.6 grams
Mass of oven-dry sample in air for Sample 1: 2534.9 grams
Mass of container filled with the sample and water for Sample 1: 8926.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.339
Theoretical maximum density at 25°C (77°F): 145.6 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Complies Target - 2.324 Gmb Tested 2.339 Gmb
Test was verified on 9/16/2025 ✔