Test 2020-06-01-4-5 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 214117
DEA: 031G5804
EFIS: 0319000043
DIST-CO-RTE-PM03-PLA,NEV-80-68.5/69.8,0.0/13.3
Work DescriptionFURNISH & PLACE POLYESTER CONCRETE INLAY
Location DescriptionPLACER AND NEVADA COUNTIES IN AND NEAR TRUCKEE FROM TROY UNDERCROSSING TO 0.1 MILE EAST OF DONNER PASS OVERCROSSING
Sample Information
Sample Taken Date6/1/2020 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 testing6/1/2020
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes18 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 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)1250508
Batch number1250508 Mix number1250508
Test Details
DIME Sample ID: 2020-06-01-4
DIME Test ID: 2020-06-01-4-5
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: 2020-06-15
Test Results

Input Type: Calculated
Tester's full name: Phillip Montes
Date of test: 06/15/2020
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1261 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: 630 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1248 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: 625 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1247 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: 625 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 06/15/2020