Summary for Test 2021-04-01-33-6
Test performed: AASHTO T324-14
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
| Project Identifiers | Project ID: 215062 DEA: 030F2904 EFIS: 0314000101 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-99-14.9/15.7 |
| Award Date | 09/24/2020 |
| Closeout Date | 03/02/2022 |
| Work Description | CONSTRUCT BRIDGE AND ROADWAY; & REMOVE BRIDGE. |
| Location Description | BUTTE COUNTY ABOUT 10 MILES NORTH OF GRIDLEY FROM 0.3 MILE SOUTH TO 0.5 MILE NORTH OF NELSON AVENUE |
| QA Service Level | 1 (Verified on 07/20/2020) |
Sample Information
| Sample Taken Date | 04/01/2021 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/01/2021 | Sample type | Verification |
| A brief description of the sample | 3/4" HMA - A w/RAP | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Teichert Personnel (SAMPLER) |
| Last name of sampler or witnessed by | Brad McKeehan (WITNESS) | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | JMF21-020B | The fabricator/manufacturer/facility name | Teichert - Hallwood Plant |
| Transportation Laboratory (TL) Number | C706327 | 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 | 3/4 inch | Lot number | |
| Sublot number | 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
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DIME Sample ID: 2021-04-01-33
DIME Test ID: 2021-04-01-33-6
Testing Lab: CT D03 - Olivehurst 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: 2021-06-03
Test Results
Input Type: Measured
Tester's full name: Jeff Herbert
Date of test: 05/13/2021
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: 10000
Type and Amount of Anti-Stripping Additive: N/A
Compaction Method: SGC Cylindrical Specimen
Test Temperature: 122 F
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 5.37 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 5.79 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: 15000
Impression at specified number of passes average: 6 mm
General comments (publicly viewable) (Max 1000 characters): JMF21-020B.
Test was verified on 6/3/2021 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.