Summary for Test 2020-06-23-41-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 215041 DEA: 031J1904 EFIS: 0320000169 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB,YUB/SUT-70,70,99-Var |
| Award Date | 06/08/2020 |
| Closeout Date | 06/27/2022 |
| Work Description | In-kind restoration pvmt. repair w/HMA medium overlay, striping, traffic control, incidental work |
| Location Description | Yubat & Sutter Counties at various locaitons |
| QA Service Level | 1 (Verified on 07/20/2020) |
Sample Information
| Sample Taken Date | 06/23/2020 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 06/23/2020 |
| Sample type | Verification | A brief description of the sample | inch RHMA-G/ |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | GRI Personnel | Last name of sampler or witnessed by | GRI Personnel |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | George Reed - Rio Linda | 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 | RHMA-G |
|---|---|---|---|
| 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: 2020-06-23-41
DIME Test ID: 2020-06-23-41-6
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: 2020-10-30
Test Results
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 07/06/2020
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): 4.82 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 4.13 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters): JMF20-028
Test was verified on 10/30/2020 ✔