Summary for Test 2020-07-27-29-6

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 214756
DEA: 050N7AU4
EFIS: 0520000030
DIST-CO-RTE-PM05-SB-101-1.4/4.8
Award DateNot set
Closeout Date09/27/2022
Work DescriptionSegment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP.
Location DescriptionCARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE
QA Service Level1 (Verified on 03/09/2020)

Sample Information

Sample Taken Date07/27/2020 Sample Unique Key29
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 testing07/28/2020
Sample typeVerification A brief description of the sampleBoxes of HMA-A
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedJob Site
First name of sampler or witnessed byDarren Last name of sampler or witnessed byLaChaine
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Buellton 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 Grading3/4 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-07-27-29
DIME Test ID: 2020-07-27-29-6
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-08-13

Test Results


Input Type: Measured
Tester's full name: E. Atkins
Date of test: 08/13/2020
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: 0.8% Dry 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): 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 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.89 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: 2 mm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/13/2020