Summary for Test 2019-04-29-19-6

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Warning: The test results shown on this page have been superseded and are invalid.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: 213720
DEA: 024H2004
EFIS: 0218000094
DIST-CO-RTE-PM02-SHA-89-26.3/29.2
Award Date12/19/2018
Closeout Date08/06/2019
Work DescriptionPAVEMENT OVERLAY
Location DescriptionSHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
QA Service Level1 (Verified on 01/04/2019)

Sample Information

Sample Taken Date04/29/2019 Sample Unique Key19
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 sample3/4-inch Type A HMA (eq. PG 64-16)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD77855 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShaw Pit Facility Transportation Laboratory (TL) Number827789
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 number0
Sublot number0 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-29-19
DIME Test ID: 2019-04-29-19-6
Testing Lab: CT D02 - Redding 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: 2019-06-04

Test Results


Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 05/05/2019
HMA Production: Lab
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: 10000
Type and Amount of Anti-Stripping Additive: 1.1% lime
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): 9 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 7.2 mm
Stripping Inflection Point (Wheel A): 19896
Stripping Inflection Point (Wheel B): 8408
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 6/4/2019

Warning: The test results shown on this page have been superseded and are invalid.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