Test 2019-07-09-4-6 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 214084
DEA: 040P3104
EFIS: 0417000425
DIST-CO-RTE-PM04-SOL-12,37,80,680,780-VAR
Work DescriptionTREAT BRIDGE DECKS WITH METHACRYLATE AND REPAIR APPROACH SLABS.
Location DescriptionSOLANO COUNTY AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date7/9/2019 Sample Unique Key4
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 testing7/9/2019
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes8 tankers From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byNunes
Title of sampler 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)1192955
Batch number1192955 Mix number1192955
Test Details
DIME Sample ID: 2019-07-09-4
DIME Test ID: 2019-07-09-4-6
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: 2019-07-18
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/17/2019
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1298 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: 649 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1144 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: 572 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1093 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: 546.5 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Suppliers Test Results

Test was verified on 07/18/2019