Summary for Test 2020-10-20-26-6

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 Date10/20/2020 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 testing12/01/2020
Sample typeVerification A brief description of the sample3/4-inch HMA A - w/RAP (Long Life, Surface)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJ. Buscheck (WITNESS) Last name of sampler or witnessed byGranite Personnel (SAMPLER)
Title of sampler Telephone number of sampler
Laboratory sample identificationJMF21-001 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company - Bradshaw Transportation Laboratory (TL) NumberUnknown
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 Grading3/4 inch Lot number
Sublot number JMF Verification ID JMF3513-2021-32

Test Details

DIME Sample ID: 2020-10-20-26
DIME Test ID: 2020-10-20-26-6
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: 2021-03-18

Test Results


Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 03/05/2021
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average:no data
Impression at specified number of passes average:no data
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):4.82 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B):4.99 mm
Stripping Inflection Point (Wheel A):25000
Stripping Inflection Point (Wheel B):25000
General comments (publicly viewable) (Max 1000 characters): JMF21-001.

Test was verified on 3/18/2021