Summary for Test 2020-06-11-65-6

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 212866
DEA: 021H9704
EFIS: 0216000051
DIST-CO-RTE-PM02-TEH-36-12.6/13.1
Award Date11/25/2019
Closeout Date10/06/2020
Work DescriptionCURVE REALIGNMENT AND HMA PAVING.
Location DescriptionTEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date06/11/2020 Sample Unique Key65
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 testing06/11/2020
Sample typeAcceptance A brief description of the sample3/4" RHMA G
The quantity of what the sample constitutesnot identified From where was the sample collectedManufacturer
First name of sampler or witnessed byDave Last name of sampler or witnessed byLockett
Title of sampler Telephone number of sampler
Laboratory sample identificationD78470 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number736621
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-11-65
DIME Test ID: 2020-06-11-65-6
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: 2020-10-19

Test Results


Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 06/17/2020
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): 1.5 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): Corrected test date, antistrip, passes (Wheel B), SIP (Wheel B). - WJ 2020-10-19.

Test was verified on 10/19/2020