Summary for Test 2018-06-04-37-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 212741 DEA: 020E1804 EFIS: 0200000022 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-29.8/30.2 |
| Award Date | 12/13/2017 |
| Closeout Date | 12/17/2021 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | PLUMAS COUNTY NEAR CANYON DAM FROM 0.2 MILE SOUTH TO 0.3 MILE NORTH OF LAKE ALMANOR SPILLWAY |
| QA Service Level | 1 (Verified on 12/06/2017) |
Sample Information
| Sample Taken Date | 06/04/2018 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/05/2018 | Sample type | Verification |
| A brief description of the sample | 3/4-inch Type A HMA (PG 64-28 M) | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Derrick |
| Last name of sampler or witnessed by | Curry | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D77437 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Sierra Cascade Aggregate and Asphalt Products | |
| Transportation Laboratory (TL) Number | 894778 | Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 18-04-S3 |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | 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 |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
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: 2018-06-04-37
DIME Test ID: 2018-06-04-37-6
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Test Release Date: 2019-01-29
Test Results
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 06/07/2018
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: no data
Impression at specified number of passes average: no data
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 1.7 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.1 mm
Stripping Inflection Point (Wheel A): >25000
Stripping Inflection Point (Wheel B): >25000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/22/2019 ✔