Summary for Test 2020-06-12-19-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214731 DEA: 051M0004 EFIS: 0519000047 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-101-16.5/R21.5 |
| Award Date | 04/22/2020 |
| Closeout Date | 08/23/2021 |
| Work Description | COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY. |
| Location Description | SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/29/2020) |
Sample Information
| Sample Taken Date | 06/12/2020 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/22/2020 | Sample type | Verification |
| A brief description of the sample | Boxes of HMA-A | The quantity of what the sample constitutes | One JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Noah |
| Last name of sampler or witnessed by | Hunt | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SPM Templeton | |
| 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 | Unknown |
| Sublot number | Unknown | 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: 2020-06-12-19
DIME Test ID: 2020-06-12-19-6
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-07-08
Test Results
Input Type: Calculated
Tester's full name: E. Atkins
Date of test: 07/07/2020
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: 3.27 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): 3.78 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.75 mm
Stripping Inflection Point (Wheel A): 17125
Stripping Inflection Point (Wheel B): >25000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/8/2020 ✔