Summary for Test 2022-07-14-74-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 993112 DEA: 021H4704 EFIS: 0216000044 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-36.3/41.6 |
| Award Date | 10/06/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | ROADWAY EXCAVATION, HMA (TYPE A), CULVERT WORK AND RSP. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM NINE MILE HILL OVERCROSSING TO 0.1 MILE NORTH OF BOWMAN ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 07/14/2022 | Sample Unique Key | 74 |
|---|---|---|---|
| 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 | 07/15/2022 |
| Sample type | Acceptance | A brief description of the sample | Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and Virgin PG 58-34 M from Valero – Benicia |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | JD | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79094 | Linked DIME Sample ID | 2022-07-14-75, 2022-07-14-76 |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 859000 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-14-74
DIME Test ID: 2022-07-14-74-3
Testing Lab: CT D02 - Redding Northern Regional 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: 2022-07-29
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Darrell Valasek, Colt Sweeny
Date of test: 07/18/2022
Mass of the dry specimen in air: 4629.3 g
Mass of the dry specimen plus paraffin coating in air: 4683.2 g
Mass of the dry specimen plus paraffin coating in water: 2687.2 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4629.3 g
Mass 2 of the dry specimen plus paraffin coating in air: 4685.5 g
Mass 2 of the dry specimen plus paraffin coating in water: 2691.4 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: 4629.2 g
Mass 3 of the dry specimen plus paraffin coating in air: 4682.8 g
Mass 3 of the dry specimen plus paraffin coating in water: 2698.9 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.391
Bulk Specific Gravity 2: 2.397
Bulk Specific Gravity 3: 2.406
Average Bulk Specific Gravity: 2.398
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/29/2022 ✔