Summary for Test 2023-04-19-5-3
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 | 04/19/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 04/19/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA-SP Type A |
| The quantity of what the sample constitutes | 10 boxes HMAtype A , 2 bags of aggregate and binder | 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 | Material 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 | 86 | 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: 2023-04-19-5
DIME Test ID: 2023-04-19-5-3
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: 2023-04-20
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: James Watson
Date of test: 04/20/2023
Mass of the dry specimen in air: 1337.1 g
Mass of the dry specimen plus paraffin coating in air: 1352.3 g
Mass of the dry specimen plus paraffin coating in water: 784.1 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 2.583
Mass 2 of the dry specimen in air: 1243.5 g
Mass 2 of the dry specimen plus paraffin coating in air: 1256.8 g
Mass 2 of the dry specimen plus paraffin coating in water: 736.2 g
Specific gravity 2 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 2.583
Mass 3 of the dry specimen in air: 1206.2 g
Mass 3 of the dry specimen plus paraffin coating in air: 1219.6 g
Mass 3 of the dry specimen plus paraffin coating in water: 706.1 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 2.583
Bulk Specific Gravity: 2.378
Bulk Specific Gravity 2: 2.412
Bulk Specific Gravity 3: 2.373
Average Bulk Specific Gravity: 2.388
General comments (publicly viewable) (Max 1000 characters): L1 SL 86 Core # 86A= 93.9%, 86B= 95.2%, 86C= 93.7
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q9204_37079_230419_L1SL87_T275 | 17.19 KB | 04/20/2023 | 2023-04-19-5-3 | Info |
Test was verified on 4/20/2023 ✔