Summary for Test 2022-02-14-57-3

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 214572
DEA: 034E62U4
EFIS: 0319000068
DIST-CO-RTE-PM03-ED-50-18.5/24.2
Award Date05/04/2020
Closeout DateNot set
Work DescriptionCONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY.
Location DescriptionEL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD
QA Service Level1 (Verified on 03/18/2020)

Sample Information

Sample Taken Date02/14/2022 Sample Unique Key57
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 testing03/11/2022
Sample typeVerification A brief description of the sample3/4" HMA-A
The quantity of what the sample constitutes24 boxes of mix From where was the sample collectedSupplier
First name of sampler or witnessed byMike Last name of sampler or witnessed byO'Halloron
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Grantline 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: 2022-02-14-57
DIME Test ID: 2022-02-14-57-3
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: 2022-05-16

Test Results


Input Type: Measured
Tester's full name: Julian Gonzales
Date of test: 03/18/2022
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: NA
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): 5.62 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 9.63 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 21527
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: 8 mm
General comments (publicly viewable) (Max 1000 characters): JMF22-006

Test was verified on 5/16/2022