Summary for Test 2020-05-26-22-7

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 214516
DEA: 024H2404
EFIS: 0218000098
DIST-CO-RTE-PM02-TRI-3-32.0/38.0,53.7/63.8
Award Date12/23/2019
Closeout Date02/18/2021
Work DescriptionPLACE HMA (TYPE A) OVERLAY, SHOULDER BACKING, AND TRAFFIC STRIPE.
Location DescriptionTRINITY COUNTY NEAR WEAVERVILLE FROM 0.4 MILE NORTH OF BROWNS RANCH ROAD TO 0.1 MILE NORTH OF RUSH CREEK ROAD AND FROM EAST FORK STUART BRIDGE TO 2.4 MILES NORTH OF EL DORADO WAY
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date05/26/2020 Sample Unique Key22
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 testing05/26/2020
Sample typeVerification A brief description of the sample3/8" Type A HMA PG 64-28 M
The quantity of what the sample constitutesnot provided From where was the sample collectedSource
First name of sampler or witnessed byDXXX Last name of sampler or witnessed byNorper
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD78447 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Northstate Asphalt Transportation Laboratory (TL) Number002551
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 JMF Verification ID

Test Details

DIME Sample ID: 2020-05-26-22
DIME Test ID: 2020-05-26-22-7
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: 2020-10-12

Test Results


Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 05/30/2020
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: 1.2% 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): 1.8 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.5 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): Graph leveled off. No Inflection point could be determined.

Test was verified on 10/12/2020