Summary for Test 2022-01-21-48-3
Test performed: AASHTO T324-14Project Information
Project Identifiers | Project ID: 993183 DEA: 031H2704 EFIS: 0316000082 |
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DIST-CO-RTE-PM | 03-YUB-70-R11.2/13.5 |
Award Date | 10/14/2021 |
Closeout Date | Not set |
Work Description | UPGRADE BRIDGE RAILS & CONSTRUCT CONCRETE MEDIAN BARRIER. |
Location Description | YUBA COUNTY NEAR LINDA AND MARYSVILLE FROM 2.4 MILES SOUTH OF FEATHER RIVER BOULEVARD UNDERCROSSING TO THE YUBA RIVER BRIDGE AND OVERHEAD |
QA Service Level | 1 (Verified on 08/16/2021) |
Sample Information
Sample Taken Date | 01/21/2022 | Sample Unique Key | 48 |
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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 | 02/10/2022 |
Sample type | Verification | A brief description of the sample | 1/2" HMA-A |
The quantity of what the sample constitutes | 12 boxes of HMA, 2 cans of binder | From where was the sample collected | Source |
First name of sampler or witnessed by | Zack | Last name of sampler or witnessed by | Mason |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Knife River Construction | Transportation Laboratory (TL) Number | |
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 | 1/2 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2022-01-21-48
DIME Test ID: 2022-01-21-48-3
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: 2022-03-22
Test Results
Input Type: Measured
Tester's full name: Jeff Herbert
Date of test: 02/18/2022
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): 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): 5.01 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 5.36 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: 25000
Impression at specified number of passes average: 5 mm
General comments (publicly viewable) (Max 1000 characters): JMF 22-001
Test was verified on 3/22/2022 ✔