Test 2020-09-23-17-5 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 214625
DEA: 120R5404
EFIS: 1218000113
DIST-CO-RTE-PM12-ORA-5-1.6/33.1
Work DescriptionMethacrylate deck seal treatment and polyester concrete overlay
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY AT VARIOUS LOCATIONS FROM EL CAMINO REAL UNDERCROSSING TO MAIN STREET OVERCROSSING
Sample Information
Sample Taken Date9/23/2020 Sample Unique Key17
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 testing9/23/2020
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)1278018
Batch number1278018 Mix number1278018
Test Details
DIME Sample ID: 2020-09-23-17
DIME Test ID: 2020-09-23-17-5
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: 2020-10-21
Test Results

Input Type: Measured
Tester's full name: Vendor Results
Date of test: 10/21/2020
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1588 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: 794 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1192 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: 596 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1656 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: 828 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/21/2020