Summary for Test 2023-06-17-1-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
| Award Date | 12/08/2020 |
| Closeout Date | 11/03/2025 |
| Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 06/17/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 06/19/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA-SP Type A |
| The quantity of what the sample constitutes | 217 tons L1SL96 (750 tons) 10 boxes HMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | Paul | Last name of sampler or witnessed by | Klinker |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston | 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 | 96 | 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: 2023-06-17-1
DIME Test ID: 2023-06-17-1-3
Testing Lab: CT D06 - Bakersfield Field 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: 2023-06-19
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 06/19/2023
Mass of the dry specimen in air: 1295.0 g
Mass of the dry specimen plus paraffin coating in air: 1307.1 g
Mass of the dry specimen plus paraffin coating in water: 764.0 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 2.576
Mass 2 of the dry specimen in air: 1187.8 g
Mass 2 of the dry specimen plus paraffin coating in air: 1199.4 g
Mass 2 of the dry specimen plus paraffin coating in water: 698.2 g
Specific gravity 2 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 2.576
Mass 3 of the dry specimen in air: 1078.3 g
Mass 3 of the dry specimen plus paraffin coating in air: 1088.9 g
Mass 3 of the dry specimen plus paraffin coating in water: 639.0 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 2.576
Bulk Specific Gravity: 2.405
Bulk Specific Gravity 2: 2.391
Bulk Specific Gravity 3: 2.419
Average Bulk Specific Gravity: 2.405
General comments (publicly viewable) (Max 1000 characters): 96A= 94.9%, 96B= 94.4%, 96C= 95.5%
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q9204_37079_230617_L1SL96_T275 | 17.67 KB | 06/19/2023 | 2023-06-17-1-3 | Info |
Test was verified on 6/19/2023 ✔