Summary for Test 2022-09-26-43-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 215374 DEA: 060X2704 EFIS: 0618000048 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-37.2/48.8 |
| Award Date | 05/11/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | PAVEMENT REHABILITATION |
| Location Description | FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC |
| QA Service Level | 1 (Verified on 12/16/2020) |
Sample Information
| Sample Taken Date | 09/26/2022 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 09/30/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA-G |
| The quantity of what the sample constitutes | 3 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | Latham |
| Title of sampler | Consltant | Telephone number of sampler | |
| Laboratory sample identification | 022-075 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Coalinga HMA Plant | Transportation Laboratory (TL) Number | C026837 |
| 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 | 1/2 inch | Lot number | 9 |
| Sublot number | 10 | 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: 2022-09-26-43
DIME Test ID: 2022-09-26-43-3
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Test Release Date: 2022-10-07
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 10/04/2022
Mass of the dry specimen in air: 4495.7 g
Mass of the dry specimen plus paraffin coating in air: 4568.5 g
Mass of the dry specimen plus paraffin coating in water: 2495.9 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4502.2 g
Mass 2 of the dry specimen plus paraffin coating in air: 4576.6 g
Mass 2 of the dry specimen plus paraffin coating in water: 2496.1 g
Specific gravity 2 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 3 of the dry specimen in air: 4505.7 g
Mass 3 of the dry specimen plus paraffin coating in air: 4584.9 g
Mass 3 of the dry specimen plus paraffin coating in water: 2498.1 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.257
Bulk Specific Gravity 2: 2.254
Bulk Specific Gravity 3: 2.254
Average Bulk Specific Gravity: 2.255
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/7/2022 ✔