Summary for Test 2025-06-18-25-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 1000113 DEA: 060U5004 EFIS: 0615000300 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-10.2/16.0 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED). |
| Location Description | KERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION |
| QA Service Level | 1 (Verified on 02/26/2024) |
Sample Information
| Sample Taken Date | 06/18/2025 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 06/19/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA Type A w 25% RAP |
| The quantity of what the sample constitutes | L1SL40 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Cozad |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | 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 | 40 | 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: 2025-06-18-25
DIME Test ID: 2025-06-18-25-3
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: 2025-06-19
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: 06/19/2025
Mass of the dry specimen in air: 1402.9 g
Mass of the dry specimen plus paraffin coating in air: 1420.3 g
Mass of the dry specimen plus paraffin coating in water: 799.9 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 1256.1 g
Mass 2 of the dry specimen plus paraffin coating in air: 1272.8 g
Mass 2 of the dry specimen plus paraffin coating in water: 722.6 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: 1348.8 g
Mass 3 of the dry specimen plus paraffin coating in air: 1365.3 g
Mass 3 of the dry specimen plus paraffin coating in water: 767.8 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.334
Bulk Specific Gravity 2: 2.363
Bulk Specific Gravity 3: 2.329
Average Bulk Specific Gravity: 2.342
General comments (publicly viewable) (Max 1000 characters): 40A and 40C low compaction
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U5004_37029_250618_L1SL40_T275 | 53.61 KB | 06/19/2025 | 2025-06-18-25-3 | Info |
Test was verified on 6/19/2025 ✔