Summary for Test 2024-09-10-96-4
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 1000206 DEA: 033G2704 EFIS: 0324000079 |
|---|---|
| DIST-CO-RTE-PM | 03-SUT-99-8.3/14.1 |
| Award Date | 06/27/2024 |
| Closeout Date | 04/23/2025 |
| Work Description | REPLACE PAVEMENT. |
| Location Description | SUTTER COUNTY ON ROUTE 99 NEAR NICOLAUS FROM 0.3 MILE NORTH OF ROUTE 70 JUNCTION TO 0.6 MILE SOUTH OF LAUREL AVENUE |
| QA Service Level | 1 (Verified on 04/18/2024) |
Sample Information
| Sample Taken Date | 09/10/2024 | Sample Unique Key | 96 |
|---|---|---|---|
| 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 | 09/11/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 6 Boxes |
| The quantity of what the sample constitutes | 1/2" RHMA-G | From where was the sample collected | Source |
| First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | McKeehan |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Daily 24-185 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | George Reed Elk Horn | Transportation Laboratory (TL) Number | C803815 |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | |
| 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: 2024-09-10-96
DIME Test ID: 2024-09-10-96-4
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: 2024-09-30
Test Results
Input Type: Measured
Tester's full name: Joshua Wilson
Date of test: 09/30/2024
HMA Production: Lab
Specified number of passes at 12.7 mm: 25000
Specified number of passes at inflection point: 25000
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): 24900
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 24720
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 1.96 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.99 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: 24810
Impression at specified number of passes average: 2 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/30/2024 ✔