Summary for Test 2025-10-31-11-1
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 995242 DEA: 060Y1304 EFIS: 0619000010 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-33-40.4/59.3 |
| Award Date | 06/20/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, PLACE HMA AND RHMA-G, AND REPLACE CULVERTS. |
| Location Description | KERN COUNTY ABOUT 8 MILES NORTH OF MCKITTRICK FROM CYMRIC WASH BRIDGE TO 0.8 MILE SOUTH OF ROUTE 46 |
| QA Service Level | 1 (Verified on 09/03/2024) |
Sample Information
| Sample Taken Date | 10/31/2025 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 10/31/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4 HMA (Type A) |
| The quantity of what the sample constitutes | L1SL118 | 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 | 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 | 118 | 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 | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-10-31-11
DIME Test ID: 2025-10-31-11-1
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: 2025-11-04
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 11/04/2025
Mass of the dry specimen in air: 1348.1 g
Mass of the dry specimen plus paraffin coating in air: 1360.5 g
Mass of the dry specimen plus paraffin coating in water: 780.7 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 1261.2 g
Mass 2 of the dry specimen plus paraffin coating in air: 1273.2 g
Mass 2 of the dry specimen plus paraffin coating in water: 738.3 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: 1530.8 g
Mass 3 of the dry specimen plus paraffin coating in air: 1544.4 g
Mass 3 of the dry specimen plus paraffin coating in water: 896.8 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.382
Bulk Specific Gravity 2: 2.418
Bulk Specific Gravity 3: 2.420
Average Bulk Specific Gravity: 2.407
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Y1304_37044_251131_L1SL118to122_T275 | 138.60 KB | 11/04/2025 | 2025-10-31-11-1 | Info |
Test was verified on 11/4/2025 ✔