Summary for Test 2023-10-06-34-3
Test performed: AASHTO T275-07r12Project Information
Project Identifiers | Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 |
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DIST-CO-RTE-PM | 02-SIS-96-28.0/34.5 |
Award Date | 05/25/2023 |
Closeout Date | 04/11/2024 |
Work Description | HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE |
QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
Sample Taken Date | 10/06/2023 | Sample Unique Key | 34 |
---|---|---|---|
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 | 10/06/2023 |
Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA) |
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 | Joe | Last name of sampler or witnessed by | Delgado |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D79368 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 824486 |
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 | 3/8 inch | Lot number | |
Sublot number | HMA Mix Number |
Test Details
DIME Sample ID: 2023-10-06-34
DIME Test ID: 2023-10-06-34-3
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: 2023-10-26
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/10/2023
Mass of the dry specimen in air: 4675.1 g
Mass of the dry specimen plus paraffin coating in air: 4717.9 g
Mass of the dry specimen plus paraffin coating in water: 2695.3 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4678.6 g
Mass 2 of the dry specimen plus paraffin coating in air: 4722.7 g
Mass 2 of the dry specimen plus paraffin coating in water: 2697.6 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: 4677.9 g
Mass 3 of the dry specimen plus paraffin coating in air: 4720.9 g
Mass 3 of the dry specimen plus paraffin coating in water: 2696.7 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.367
Bulk Specific Gravity 2: 2.368
Bulk Specific Gravity 3: 2.367
Average Bulk Specific Gravity: 2.367
General comments (publicly viewable) (Max 1000 characters): Gmb=2.367
Test was verified on 10/26/2023 ✔