Summary for Test 2022-07-11-62-3
Test performed: AASHTO T275-07r12Project Information
Project Identifiers | Project ID: 993623 DEA: 022J3704 EFIS: 0221000071 |
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DIST-CO-RTE-PM | 02-SHA-299-50.5/56.5,93.5/99.3 |
Award Date | 04/29/2022 |
Closeout Date | 10/06/2022 |
Work Description | ASPHALT RUBBER BINDER SEAL COAT, COLD PLANE AC PAVEMENT AND HMA. |
Location Description | SHASTA COUNTY NEAR MONTGOMERY CREEK FROM 0.2 MILE WEST OF OAK POINT DRIVE TO OLD BERTAGNA PLACE AND FROM 0.1 MILE EAST OF SIERRA CENTER DRIVE TO LASSEN COUNTY LINE |
QA Service Level | 1 (Verified on 03/18/2022) |
Sample Information
Sample Taken Date | 07/11/2022 | Sample Unique Key | 62 |
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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 | 07/11/2022 |
Sample type | Acceptance | A brief description of the sample | Lime Treated 3/8-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 | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | D79085 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 867310 |
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 |
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HMA Grading | 3/8 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2022-07-11-62
DIME Test ID: 2022-07-11-62-3
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: 2022-07-28
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 07/12/2022
Mass of the dry specimen in air: 4691.2 g
Mass of the dry specimen plus paraffin coating in air: 4727.3 g
Mass of the dry specimen plus paraffin coating in water: 2716.0 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4692.8 g
Mass 2 of the dry specimen plus paraffin coating in air: 4730.2 g
Mass 2 of the dry specimen plus paraffin coating in water: 2714.5 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: 4692.0 g
Mass 3 of the dry specimen plus paraffin coating in air: 4730.4 g
Mass 3 of the dry specimen plus paraffin coating in water: 2714.0 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.380
Bulk Specific Gravity 2: 2.377
Bulk Specific Gravity 3: 2.377
Average Bulk Specific Gravity: 2.378
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/28/2022 ✔