Summary for Test 2018-04-02-6-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 212886 DEA: 023H1204 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-R0.0/R22.4 |
| Award Date | 01/03/2018 |
| Closeout Date | 02/06/2019 |
| Work Description | COLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR |
| Location Description | TEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 04/02/2018 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 04/03/2018 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4-inch Type A HMA |
| 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 | Michael | Last name of sampler or witnessed by | Allegretto |
| Title of sampler | Lab Tech | Telephone number of sampler | Unknown |
| Laboratory sample identification | 17-07-P07, D77310 | Linked DIME Sample ID | 2018-04-02-5 |
| The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 852090 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 1-01 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Not set |
| Sublot number | Not set | HMA Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-04-02-6
DIME Test ID: 2018-04-02-6-3
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: 2018-04-09
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 04/03/2018
Mass of the dry specimen in air: 4626.0 g
Mass of the dry specimen plus paraffin coating in air: 4660.2 g
Mass of the dry specimen plus paraffin coating in water: 2706.6 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4626.9
Mass 2 of the dry specimen plus paraffin coating in air: 4658.5
Mass 2 of the dry specimen plus paraffin coating in water: 2708.7
Specific gravity 2 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 3 of the dry specimen in air: 4628.2
Mass 3 of the dry specimen plus paraffin coating in air: 4659.6
Mass 3 of the dry specimen plus paraffin coating in water: 2713.8
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.415
Bulk Specific Gravity 2: 2.417
Bulk Specific Gravity 3: 2.422
Average Bulk Specific Gravity: 2.418
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2018 ✔