Summary for Test 2021-03-05-21-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214492 DEA: 033F5404 EFIS: 0313000136 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-99,160-4.5/5.7,R44.5 |
| Award Date | 01/24/2020 |
| Closeout Date | 07/28/2022 |
| Work Description | FURNISH PRECAST PRESTRESSED CONCRETE SLAB & PLACE STRUCTURAL CONCRETE. |
| Location Description | SACRAMENTO COUNTY NEAR GALT ON ROUTE 99 FROM NORTH OF MINGO ROAD TO SOUTH OF ARNO ROAD OVERCROSSING AND IN SACRAMENTO ON ROUTE 160 AT AMERICAN RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
| Sample Taken Date | 03/05/2021 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 03/08/2021 |
| Sample type | Verification | A brief description of the sample | 3/4" 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 | Sam Mossallem (Witness) | Last name of sampler or witnessed by | Teichert Personnel (SAMPLER) |
| Title of sampler | Teichert Personnel | Telephone number of sampler | Unknown |
| Laboratory sample identification | JMF21-009 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Perkins - Continuous Plant Dreyer Drum | Transportation Laboratory (TL) Number | C 849135 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 |
Test Details
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DIME Sample ID: 2021-03-05-21
DIME Test ID: 2021-03-05-21-6
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: 2021-04-19
Test Results
Input Type: Measured
Tester's full name: Jeff Herbert
Date of test: 04/02/2021
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 20000
Specified number of passes at inflection point: 12500
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): 20000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 20000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 3.71 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 3.83 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: 20000
Impression at specified number of passes average: 4 mm
General comments (publicly viewable) (Max 1000 characters): JMF21-009.
Test was verified on 4/19/2021 ✔