Summary for Test 2020-05-06-41-6

Test performed: AASHTO T324-14

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 Date05/06/2020 Sample Unique Key41
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 testing05/06/2020
Sample typeVerification A brief description of the sample3/4 inch HMA -A w/RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byKenny Last name of sampler or witnessed byMcHugh
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2020-05-06-40
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) Number
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 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-06-41
DIME Test ID: 2020-05-06-41-6
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: 2020-09-04

Test Results


Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 05/14/2020
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): 5.89 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 6.02 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters): JMF 20-021

Test was verified on 9/4/2020