Test 2021-03-08-22-6 (AASHTO T324-14) Summary

Project Information
Project IdentifiersProject ID: 214764
DEA: 032H6404
EFIS: 0317000167
DIST-CO-RTE-PM03-SAC-12,160-0.4/0.9,L10.5/R0.2
Work DescriptionMODIFY SIGNAL AND LIGHTING SYSTEM, PLACE RHMA AND ROADWAY EXCAVATION.
Location DescriptionSACRAMENTO COUNTY NEAR RIO VISTA ON ROUTE 12 FROM 0.6 MILE EAST OF SACRAMENTO RIVER BRIDGE TO 5.2 MILES WEST OF MOKELUMNE RIVER BRIDGE AND ON ROUTE 160 FROM 3.6 MILES NORTH OF THREE MILE SLOUGH BRIDGE TO 2.7 MILES SOUTH OF CIRCLE DRIVE
Sample Information
Sample Taken Date3/8/2021 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 testing3/9/2021
Sample typeVerification A brief description of the sample3/4" HMA - A w/12% RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byGeorge Reed Personnel (SAMPLER) Last name of sampler or witnessed byUnkown (WITNESS)
Title of sampler Laboratory sample identificationJMF21-010
The fabricator/manufacturer/facility nameGeorge Reed Inc- Clements Batch Plant Transportation Laboratory (TL) NumberNone provided
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 JMF3513-2021-46
Test Details
DIME Sample ID: 2021-03-08-22
DIME Test ID: 2021-03-08-22-6
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: 2021-04-22
Test Results

Input Type: Measured
Tester's full name: Jeff Herbert
Date of test: 04/07/2021
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): 2.96 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.77 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): JMF21-010.

Test was verified on 04/22/2021