Summary for Test 2021-05-06-28-6

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 214874
DEA: 022H0504
EFIS: 0216000093
DIST-CO-RTE-PM02-TRI-36-R34.8/R35.4
Award Date05/27/2020
Closeout Date09/27/2021
Work DescriptionREALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL.
Location DescriptionTRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE.
QA Service Level1 (Verified on 05/26/2020)

Sample Information

Sample Taken Date05/06/2021 Sample Unique Key28
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 testing05/06/2021
Sample typeAcceptance A brief description of the sample3/4-inch Type A HMA (eq. PG 64-28 M)
The quantity of what the sample constitutesProduction Start-Up Evaluation 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 identificationD78791 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Construction - Orland Plant Transportation Laboratory (TL) Number768789
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: 2021-05-06-28
DIME Test ID: 2021-05-06-28-6
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: 2021-07-08

Test Results


Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 05/12/2021
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: 1.0% 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): 2.1 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2 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: 2 mm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/8/2021