Summary for Test 2021-04-01-38-6

Test performed: AASHTO T324-14
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.

Project Information

Project IdentifiersProject ID: 214426
DEA: 030A5704
EFIS: 0300020593
DIST-CO-RTE-PM03-YUB-20-13.3/R18.2
Award Date01/02/2020
Closeout DateNot set
Work DescriptionBrowns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location DescriptionYUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date04/01/2021 Sample Unique Key38
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 testing04/01/2021
Sample typeVerification A brief description of the sample3/4" HMA - A w/15% RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byTeichert Personnel (SAMPLER) Last name of sampler or witnessed by Brad McKeehan (WITNESS)
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationJMF21-020C Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert - Hallwood Plant Transportation Laboratory (TL) NumberC706329
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number JMF Verification ID

Test Details

DIME Sample ID: 2021-04-01-38
DIME Test ID: 2021-04-01-38-6
Testing Lab: CT D03 - North Region Materials Lab
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Test Release Date: 2021-06-09

Test Results


Input Type: Measured
Tester's full name: Kavon Rastegar
Date of test: 05/12/2021
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): 4.69 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 5.03 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:5 mm
General comments (publicly viewable) (Max 1000 characters): JMF21-020C.

Test was verified on 6/9/2021

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.