Test 2021-08-31-28-5 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 215681
DEA: 031G7604
EFIS: 0319000240
DIST-CO-RTE-PM03-PLA,NEV-20,80-VAR
Work DescriptionRemove, furnish and place polyester concrete overlay
Location Description03-Pla,Nev-20, 80-VAR
Sample Information
Sample Taken Date8/31/2021 Sample Unique Key28
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 testing8/31/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 Tankers 35 Totes 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)1354783
Batch number1354783 Mix number1354783
Test Details
DIME Sample ID: 2021-08-31-28
DIME Test ID: 2021-08-31-28-5
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: 2021-09-30
Test Results

Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 09/30/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1896.87 lb
Span length for Sample 1: 9 in
Break location for Sample 1: PCC
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 948.435 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1863.77 lb
Span length for Sample 2: 9 in
Break location for Sample 2: PCC
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 931.885 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 922.75 lb
Span length for Sample 3: 9 in
Break location for Sample 3: PCC
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 461.375 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Vendor Results.

Test was verified on 09/30/2021