Summary for Test 2021-03-08-22-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214764 DEA: 032H6404 EFIS: 0317000167 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-12,160-0.4/0.9,L10.5/R0.2 |
| Award Date | 05/20/2020 |
| Closeout Date | 05/11/2022 |
| Work Description | MODIFY SIGNAL AND LIGHTING SYSTEM, PLACE RHMA AND ROADWAY EXCAVATION. |
| Location Description | SACRAMENTO COUNTY NEAR RIO VISTA ON ROUTE 12 FROM 0.6 MILE EAST OF SACRAMENTO RIVER BRIDGE TO 5.2 MILES WEST OF MOKELUMNE RIVER BRIDGE AND ON ROUTE 160 FROM 3.6 MILES NORTH OF THREE MILE SLOUGH BRIDGE TO 2.7 MILES SOUTH OF CIRCLE DRIVE |
| QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
| Sample Taken Date | 03/08/2021 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 03/09/2021 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA - A w/12% RAP |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | George Reed Personnel (SAMPLER) | Last name of sampler or witnessed by | Unkown (WITNESS) |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | JMF21-010 | Linked DIME Sample ID | 2021-03-08-21 |
| The fabricator/manufacturer/facility name | George Reed Inc- Clements Batch Plant | Transportation Laboratory (TL) Number | None provided |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-03-08-22
DIME Test ID: 2021-03-08-22-6
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: 2021-04-22
Test Results
Input Type: Measured
Tester's full name: Jeff Herbert
Date of test: 04/07/2021
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: 10000
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): 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): 2.96 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.77 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: 15000
Impression at specified number of passes average: 3 mm
General comments (publicly viewable) (Max 1000 characters): JMF21-010.
Test was verified on 4/22/2021 ✔