Summary for Test 2021-04-01-33-7

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 215062
DEA: 030F2904
EFIS: 0314000101
DIST-CO-RTE-PM03-BUT-99-14.9/15.7
Award Date09/24/2021
Closeout DateNot set
Work DescriptionCONSTRUCT BRIDGE AND ROADWAY; & REMOVE BRIDGE.
Location DescriptionBUTTE COUNTY ABOUT 10 MILES NORTH OF GRIDLEY FROM 0.3 MILE SOUTH TO 0.5 MILE NORTH OF NELSON AVENUE
QA Service Level1 (Verified on 07/20/2020)

Sample Information

Sample Taken Date04/01/2021 Sample Unique Key33
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/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 sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample IDJMF21-020B
The fabricator/manufacturer/facility nameTeichert - Hallwood Plant Transportation Laboratory (TL) NumberC706327
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 JMF3513-2021-55

Test Details

DIME Sample ID: 2021-04-01-33
DIME Test ID: 2021-04-01-33-7
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: 2021-06-30

Test Results


Input Type: Measured
Tester's full name: Jeff Herbert
Date of test: 05/13/2021
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): 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): 6.72 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 7.32 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:7 mm
General comments (publicly viewable) (Max 1000 characters): JMF21-020B.

Test was verified on 6/30/2021