Summary for Test 2019-03-25-25-7

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/25/2019 Sample Unique Key25
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 testing04/29/2019
Sample typeVerification A brief description of the sample1/2 inch Type A (PG 64-10) (Dispute Resolution of JMF)
The quantity of what the sample constitutesDispute Resolution of JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byMark Last name of sampler or witnessed byHuddleston
Title of samplerMat and Res Eng Aso Telephone number of sampler
Laboratory sample identification019-006 Linked DIME Sample IDNA
The fabricator/manufacturer/facility namePapich Construction Transportation Laboratory (TL) NumberHDQTRS Lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-03-25-25
DIME Test ID: 2019-03-25-25-7
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-05-15

Test Results


Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 05/01/2019
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: Source Road Science Type LAS Name XL-9000 Percent 0.8%
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): 6 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 6.27 mm
Stripping Inflection Point (Wheel A): 11818
Stripping Inflection Point (Wheel B): 10794
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
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2019