Summary for Test 2024-08-12-13-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 1000179 DEA: 081M8504 EFIS: 0822000054 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-111-0.0/18.5 |
| Award Date | 05/15/2024 |
| Closeout Date | 01/06/2025 |
| Work Description | RHMA (GAP-GRADED), COLD PLANE AC PVMT, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | RIVERSIDE COUNTY AT SALTON SEA FROM IMPERIAL COUNTY LINE TO 0.1 MILE NORTH OF 66TH AVENUE |
| QA Service Level | 1 (Verified on 05/15/2024) |
Sample Information
| Sample Taken Date | 08/12/2024 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/13/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" HMA A SP R24 .5% LAS | The quantity of what the sample constitutes | 36 BOX HMA, 6 QTS PG58-22, 3 QTS LAS, 3 BAGS 3/4, 1/2, 3/8, RD, RAP, 1 BAG MF |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | HECTOR |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0394A-24 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Mariatta | |
| Transportation Laboratory (TL) Number | 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 | 43417155 | |
| 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: 2024-08-12-13
DIME Test ID: 2024-08-12-13-6
Testing Lab: CT D08 - Fontana Southern 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: 2024-12-10
Test Results
Input Type: Calculated
Tester's full name: Vince Onoh
Date of test: 08/17/2024
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: 2.34 mm
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): 2.19 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.48 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/10/2024 ✔