Summary for Test 2021-03-15-15-7

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 214492
DEA: 033F5404
EFIS: 0313000136
DIST-CO-RTE-PM03-SAC-99,160-4.5/5.7,R44.5
Award Date01/24/2020
Closeout Date07/28/2022
Work DescriptionFURNISH PRECAST PRESTRESSED CONCRETE SLAB & PLACE STRUCTURAL CONCRETE.
Location DescriptionSACRAMENTO COUNTY NEAR GALT ON ROUTE 99 FROM NORTH OF MINGO ROAD TO SOUTH OF ARNO ROAD OVERCROSSING AND IN SACRAMENTO ON ROUTE 160 AT AMERICAN RIVER BRIDGE
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date03/15/2021 Sample Unique Key15
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 testing03/15/2021
Sample typeVerification A brief description of the sample3/4" HMA - A
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed bySam Mossallem (WITNESS) Last name of sampler or witnessed byTeichert Personnel (SAMPLER)
Title of sampler Telephone number of sampler
Laboratory sample identificationJMF21-012 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins Batch Plant Transportation Laboratory (TL) NumberC849136
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 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-15-15
DIME Test ID: 2021-03-15-15-7
Testing Lab: CT D03 - Olivehurst 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: 2021-06-29

Test Results


Input Type: Measured
Tester's full name: Jeff Herbert
Date of test: 04/15/2021
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): 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): 3.89 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 6.51 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: 5 mm
General comments (publicly viewable) (Max 1000 characters): JMF21-012.

Test was verified on 6/29/2021