Summary for Test 2025-07-21-61-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 1001140 DEA: 022K0004 EFIS: 0225000023 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-13.55/14.58 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Whiskey Creek Bridge Emergency Repair |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/03/2025) |
Sample Information
| Sample Taken Date | 07/21/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 07/28/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2-inch HMA-A w/ 23.6% RAP, PG58-22 Valero |
| 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 | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79974 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 036701 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.4 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-07-21-61
DIME Test ID: 2025-07-21-61-3
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: 2025-08-19
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/01/2025
Mass of the dry specimen in air: 4791.1 g
Mass of the dry specimen plus paraffin coating in air: 4839.0 g
Mass of the dry specimen plus paraffin coating in water: 2823.2 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4792.5 g
Mass 2 of the dry specimen plus paraffin coating in air: 4842.9 g
Mass 2 of the dry specimen plus paraffin coating in water: 2824.2 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: 4792.0 g
Mass 3 of the dry specimen plus paraffin coating in air: 4849.8 g
Mass 3 of the dry specimen plus paraffin coating in water: 2826.3 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.441
Bulk Specific Gravity 2: 2.442
Bulk Specific Gravity 3: 2.446
Average Bulk Specific Gravity: 2.443
General comments (publicly viewable) (Max 1000 characters): Gmb=2.443
Test was verified on 8/19/2025 ✔