Summary for Test 2020-06-20-4-6

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 214528
DEA: 024G5404
EFIS: 0214000024
DIST-CO-RTE-PM02-TEH-36-40.3/42.1
Award Date01/08/2020
Closeout Date09/15/2021
Work DescriptionPLACE HMA AND MINOR CONCRETE, AND MODIFY ELECTRICAL SYSTEM.
Location DescriptionTEHAMA COUNTY IN RED BLUFF FROM 0.6 MILE EAST OF BAKER ROAD TO 0.2 MILE EAST OF EAST SAND SLOUGH BRIDGE
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date06/20/2020 Sample Unique Key4
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 testing06/20/2020
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (PG 64-16) 1.3 Lime, 15.0 RAP
The quantity of what the sample constitutesJMF Verification Renewal From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78494 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNorthstate Asphalt - Redding, CA Transportation Laboratory (TL) Number853463
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 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-20-4
DIME Test ID: 2020-06-20-4-6
Testing Lab: CT D02 - Redding 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: 2020-07-28

Test Results


Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 06/25/2020
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: 1.3% 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): 2.13 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.01 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):

Test was verified on 7/28/2020