Test 2020-10-05-15-5 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 214799
DEA: 031G4804
EFIS: 0318000240
DIST-CO-RTE-PM03-NEV,PLA,SIE-49,80-VAR
Work DescriptionREPLACE POLYESTER CONCRETE OVERLAY ON BRIDGES.
Location DescriptionNEVADA, PLACER, AND SIERRA COUNTIES AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date10/5/2020 Sample Unique Key15
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 testing10/5/2020
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 Reichhold 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)1282702
Batch number1282702 Mix number1282702
Test Details
DIME Sample ID: 2020-10-05-15
DIME Test ID: 2020-10-05-15-5
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: 2020-12-04
Test Results

Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 12/04/2020
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1820 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: 910 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1493 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: 746.5 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1676 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: 838 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/04/2020