Summary for Test 2023-10-03-33-4
Test performed: AASHTO T275-07r12Project Information
Project Identifiers | Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 |
---|---|
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 | 10/03/2023 | Sample Unique Key | 33 |
---|---|---|---|
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 | 10/03/2023 |
Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA with 23.6% RAP and virgin PG 58-22 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 | D79366 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 824481 |
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 |
Test Details
DIME Sample ID: 2023-10-03-33
DIME Test ID: 2023-10-03-33-4
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: 2023-10-16
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/04/2023
Mass of the dry specimen in air: 4757.4 g
Mass of the dry specimen plus paraffin coating in air: 4809.5 g
Mass of the dry specimen plus paraffin coating in water: 2791.7 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4758.5 g
Mass 2 of the dry specimen plus paraffin coating in air: 4808.7 g
Mass 2 of the dry specimen plus paraffin coating in water: 2796.5 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: 4758.0 g
Mass 3 of the dry specimen plus paraffin coating in air: 4808.3 g
Mass 3 of the dry specimen plus paraffin coating in water: 2786.8 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.427
Bulk Specific Gravity 2: 2.432
Bulk Specific Gravity 3: 2.421
Average Bulk Specific Gravity: 2.427
General comments (publicly viewable) (Max 1000 characters): Gmb=2.427
Test was verified on 10/16/2023 ✔