Test 2020-09-14-14-5 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 214851
DEA: 081K2204
EFIS: 0819000002
DIST-CO-RTE-PM08-SBD-10,15-Various
Work DescriptionSTRUCTURAL CONCRETE, APPROACH SLAB & POLYESTER CONCRETE OVERLAY.
Location DescriptionSAN BERNARDINO COUNTY ON ROUTES 10 AND 15 AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date9/14/2020 Sample Unique Key14
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 testing9/14/2020
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)1277258
Batch number1277258 Mix number1277258
Test Details
DIME Sample ID: 2020-09-14-14
DIME Test ID: 2020-09-14-14-5
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: 2020-10-19
Test Results

Input Type: Calculated
Tester's full name: Phillip Montes
Date of test: 10/19/2020
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1600 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: 800 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1520 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: 760 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1712 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: 856 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/19/2020