Summary for Test 2024-03-26-50-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 994907
DEA: 120T1204
EFIS: 1222000004
DIST-CO-RTE-PM12-ORA,-57-12.3
Award Date08/05/2023
Closeout DateNot set
Work DescriptionDECK SPALL REPAIR AND POLYESTER CONCRETE OVERLAY.
Location DescriptionORANGE COUNTY IN ANAHEIM AT STADIUM OVERHEAD
QA Service Level1 (Verified on 07/07/2023)

Sample Information

Sample Taken Date03/26/2024 Sample Unique Key50
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 testing03/27/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121
The quantity of what the sample constitutes10 Tankers From where was the sample collectedSource
First name of sampler or witnessed byGILBERTO Last name of sampler or witnessed byGONZALEZ
Title of samplerQuality Control Manager Telephone number of sampler17076245467
Laboratory sample identification000050KBP Linked DIME Sample ID000050KBP
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) NumberSacramento Caltrans lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ4C00366
Batch numberAZ4C00366 Mix numberAZ4C00366

Test Details

DIME Sample ID: 2024-03-26-50
DIME Test ID: 2024-03-26-50-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Test Release Date: 2024-05-13

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 04/02/2024
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1117 lb
Span length for Sample 1: 9 in
Break location for Sample 1: bond
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 558.5 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1420 lb
Span length for Sample 2: 9 in
Break location for Sample 2: bond
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 710 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1229.8 lb
Span length for Sample 3: 9 in
Break location for Sample 3: bond
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 614.9 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results

Test was verified on 5/13/2024