Summary for Test 2020-12-17-10-6

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Award Date05/01/2019
Closeout DateNot set
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date12/17/2020 Sample Unique Key10
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 testing01/05/2021
Sample typeVerification A brief description of the sample1/2" HMA - A (SP)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byTeichert Personnel (SAMPLER) Last name of sampler or witnessed byUnknown (WITNESS)
Title of sampler Telephone number of sampler
Laboratory sample identificationJMF21-005 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins Batch Plant Transportation Laboratory (TL) Number
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 Grading1/2 inch Lot number
Sublot number JMF Verification ID JMF3513-2021-41

Test Details

DIME Sample ID: 2020-12-17-10
DIME Test ID: 2020-12-17-10-6
Testing Lab: CT D03 - 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: 2021-04-06

Test Results


Input Type: Measured
Tester's full name: Jeff Herbert
Date of test: 03/19/2021
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: N/A
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): 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 3.11 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.95 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:15000
Impression at specified number of passes average:3 mm
General comments (publicly viewable) (Max 1000 characters): JMF21-005.

Test was verified on 4/6/2021