Summary for Test 2021-05-19-41-6

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 215252
DEA: 021J4704
EFIS: 0220000082
DIST-CO-RTE-PM02-TRI-3-46.7/49.8,63.8/67.704
Award Date12/18/2020
Closeout Date09/30/2021
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location DescriptionTRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060
QA Service Level1 (Verified on 10/30/2020)

Sample Information

Sample Taken Date05/19/2021 Sample Unique Key41
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 testing05/19/2021
Sample typeAcceptance A brief description of the sampleTreated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byDarrell Last name of sampler or witnessed byValasek
Title of sampler Telephone number of sampler
Laboratory sample identificationD78804 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number002873
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 Grading3/8 inch Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2021-05-19-41
DIME Test ID: 2021-05-19-41-6
Testing Lab: CT D02 - 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: 2021-07-30

Test Results


Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 05/25/2021
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: no data
Type and Amount of Anti-Stripping Additive: 1.2% 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): 3.1 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 3 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:3 mm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/30/2021