Summary for Test 2021-06-03-26-6

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date03/22/2021
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date06/03/2021 Sample Unique Key26
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 testing06/03/2021
Sample typeAcceptance A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byD. Last name of sampler or witnessed byOwens
Title of samplerPEI Telephone number of sampler
Laboratory sample identificationD78822 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc, Northstate Asphalt, Redding CA Transportation Laboratory (TL) Number779365
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2021-06-03-26
DIME Test ID: 2021-06-03-26-6
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: 2021-08-31

Test Results


Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 06/08/2021
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): 1.9 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.8 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): CT 389 was performed. Air voids in A1 (upper left SGC specimen) were 7.7%, target was 7.0 ± 0.5%.

Test was verified on 8/31/2021