Summary for Test 2024-06-25-59-1
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 994976 DEA: 060X3304 EFIS: 0618000055 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-R0.0/4.4 |
| Award Date | 10/23/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE. |
| Location Description | KERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK |
| QA Service Level | 1 (Verified on 07/27/2023) |
Sample Information
| Sample Taken Date | 06/25/2024 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 06/26/2024 |
| Sample type | Acceptance | A brief description of the sample | 19mm HMA A w 25percent rap |
| The quantity of what the sample constitutes | L1SL11 10 boxes HMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | Louis | Last name of sampler or witnessed by | Sanchez |
| Title of sampler | 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 | 11 | 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: 2024-06-25-59
DIME Test ID: 2024-06-25-59-1
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: 2024-06-27
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: 06/27/2024
Mass of the dry specimen in air: 1029.3 g
Mass of the dry specimen plus paraffin coating in air: 1038.8 g
Mass of the dry specimen plus paraffin coating in water: 598.6 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 981.0 g
Mass 2 of the dry specimen plus paraffin coating in air: 991.0 g
Mass 2 of the dry specimen plus paraffin coating in water: 568.8 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: 1071.2 g
Mass 3 of the dry specimen plus paraffin coating in air: 1080.2 g
Mass 3 of the dry specimen plus paraffin coating in water: 630.1 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.396
Bulk Specific Gravity 2: 2.386
Bulk Specific Gravity 3: 2.434
Average Bulk Specific Gravity: 2.405
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X3304_37042_240625_L1SL11&12_T275_HMA | 55.01 KB | 06/27/2024 | 2024-06-25-59-1 | Info |
Test was verified on 6/27/2024 ✔