Summary for Test 2024-01-18-26-6

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 994436
DEA: 11080284
EFIS: 1117000085
DIST-CO-RTE-PM11-IMP-98-32.1/32.5
Award DateNot set
Closeout Date10/24/2024
Work DescriptionPlace HMA, minor concrete, modify drainage, landscape and electrical.
Location DescriptionIMPERIAL COUNTY IN CALEXICO FROM OLLIE AVENUE TO 0.1 MILE EAST OF ROCKWOOD AVENUE
QA Service Level1 (Verified on 12/09/2022)

Sample Information

Sample Taken Date01/18/2024 Sample Unique Key26
Date that the sample was received by the laboratory/organization performing the testing01/25/2024 Sample typeQuality Assurance
A brief description of the sample1-1/2" HMA-A The quantity of what the sample constitutes16 boxes 11 bags
From where was the sample collectedSource First name of sampler or witnessed byJoe
Last name of sampler or witnessed byLoper Title of sampler
Telephone number of sampler Laboratory sample identification5307-PSU
Linked DIME Sample ID The fabricator/manufacturer/facility nameAPI Gateway
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA GradingNot Applicable Lot number1
Sublot number1 HMA Mix Number16
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2024-01-18-26
DIME Test ID: 2024-01-18-26-6
Testing Lab: CT D11 - District 11 Materials 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: 2024-03-08

Test Results


Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 02/06/2024
HMA Production: Lab
Specified number of passes at 12.7 mm: 20000
Specified number of passes at inflection point: 12500
Type and Amount of Anti-Stripping Additive: 1 % Lime
Compaction Method: SGC Cylindrical Specimen
Test Temperature: 131 F
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 20000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 20000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 11.6 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 6 mm
Stripping Inflection Point (Wheel A): 11000
Stripping Inflection Point (Wheel B): >20000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: 20000
Impression at specified number of passes average: 9 mm
General comments (publicly viewable) (Max 1000 characters): Complies

Test was verified on 3/8/2024 ✔