Summary for Test 2023-10-29-1-6

Test performed: CTM 389-19

Project Information

Project IdentifiersProject ID: 993908
DEA: 11427104
EFIS: 1116000154
DIST-CO-RTE-PM11-SD-8-3.0/8.3
Award Date04/12/2023
Closeout Date09/26/2024
Work DescriptionMODIFY SIGNAL & LIGHTING SYSTEMS & REPLACE MINOR CONCRETE CURB RAMP.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO AT VARIOUS LOCATIONS FROM MISSION CENTER ROAD OVERCROSSING TO COLLEGE AVENUE OVERCROSSING
QA Service Level1 (Verified on 11/01/2022)

Sample Information

Sample Taken Date10/29/2023 Sample Unique Key1
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 testing10/30/2023
Sample typeQuality Assurance A brief description of the sample3/4" HMA
The quantity of what the sample constitutes12 boxes 3 bags From where was the sample collectedSource
First name of sampler or witnessed byJesse Last name of sampler or witnessed byFuentes
Title of sampler Telephone number of sampler
Laboratory sample identification10001-PSU Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Otay 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 Number220817 Otay Val

Test Details

DIME Sample ID: 2023-10-29-1
DIME Test ID: 2023-10-29-1-6
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2023-11-14

Test Results


Specified number of passes at 12.7 mm: 15000
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 11/03/2023
Test Temperature: 122 F
HMA Production: Lab
Compaction Method: SGC Cylindrical Specimen
Binder High PG Grade: no data
Binder Content TWM: no data
Air Void Content: no data
Aggregate Gradation: no data
Type and Amount of Anti-Stripping Additive: 1.0 %
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 2.05 mm
Maximum impression at 5000 passes (right wheel): 1.5 mm
Average impression at 5000 passes (left/right avg): 1.78 mm
Maximum impression at 10000 passes (left wheel): 2.48 mm
Maximum impression at 10000 passes (right wheel): 1.87 mm
Average impression at 10000 passes (left/right avg): 2.17 mm
Maximum impression at 15000 passes (left wheel): 2.86 mm
Maximum impression at 15000 passes (right wheel): 2.17 mm
Average impression at 15000 passes (left/right avg): 2.51 mm
Maximum impression at 20000 passes (left wheel): no data
Maximum impression at 20000 passes (right wheel): no data
Average impression at 20000 passes (left/right avg): no data
Maximum impression at 25000 passes (left wheel): no data
Maximum impression at 25000 passes (right wheel): no data
Average impression at 25000 passes (left/right avg): no data
Raw Data: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/14/2023