Summary for Test 2025-08-26-24-1
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 1001475 DEA: 061G4704 EFIS: 0623000232 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-119-19.8/20.2 |
| Award Date | 06/13/2025 |
| Closeout Date | 11/10/2025 |
| Work Description | Remove and replace 0.25' thick of existing AC pavement and replace with 0.25' thick of HMA (Type A). Pavement delineation and traffic control will also be part of this contract. |
| Location Description | Kern county on both EB and WB land and left turn pocket along SR 119 from PM 19.8 and PM 20.2. |
| QA Service Level | 1 (Verified on 08/15/2025) |
Sample Information
| Sample Taken Date | 08/26/2025 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 08/26/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA type A w 25% RAP |
| The quantity of what the sample constitutes | L1SL2 | From where was the sample collected | Source |
| First name of sampler or witnessed by | neale | Last name of sampler or witnessed by | brown |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari Plant | 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 | 2 | HMA Mix Number | |
| Binder content (%) | 4.4 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 70-10 | Binder Supplier | san Joaquin refinery |
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type | LIme 0.8% |
Test Details
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DIME Sample ID: 2025-08-26-24
DIME Test ID: 2025-08-26-24-1
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: 2025-08-28
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: 08/28/2025
Mass of the dry specimen in air: 1255.8 g
Mass of the dry specimen plus paraffin coating in air: 1268.4 g
Mass of the dry specimen plus paraffin coating in water: 711.8 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.27
Mass 2 of the dry specimen in air: 1311.4 g
Mass 2 of the dry specimen plus paraffin coating in air: 1324.9 g
Mass 2 of the dry specimen plus paraffin coating in water: 755.4 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: 1226.2 g
Mass 3 of the dry specimen plus paraffin coating in air: 1238.0 g
Mass 3 of the dry specimen plus paraffin coating in water: 709.9 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.463
Bulk Specific Gravity 2: 2.365
Bulk Specific Gravity 3: 2.381
Average Bulk Specific Gravity: 2.403
General comments (publicly viewable) (Max 1000 characters): 2a low compaction
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1G4704_370xx_250828_L1SL1to3_T275 | 55.53 KB | 08/28/2025 | 2025-08-26-24-1 | Info |
Test was verified on 8/28/2025 ✔