Test 2021-07-16-52-5 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 215409
DEA: 051M3804
EFIS: 0519000135
DIST-CO-RTE-PM05-SLO-58,101-Var
Work DescriptionTREAT BRIDGE DECKS WITH METHACYLATE AND POLYESTER CONCRETE OVERLAYS.
Location DescriptionSAN LUIS OBISPO COUNTY AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date7/16/2021 Sample Unique Key52
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 testing7/16/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 tankers From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Laboratory sample identification
The fabricator/manufacturer/facility nameKwik Bond Polymers and Polynt 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)1348441
Batch number1348441 Mix number1348441
Test Details
DIME Sample ID: 2021-07-16-52
DIME Test ID: 2021-07-16-52-5
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: 2021-07-27
Test Results

Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 07/18/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1323.4 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: 661.7 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1286.59 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: 643.295 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1460.09 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: 730.045 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/27/2021