Test 2019-09-19-5-5 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 213945
DEA: 060U1604
EFIS: 0615000310
DIST-CO-RTE-PM06-FRE-41-R22.0/R22.6
Work DescriptionFURNISH & PLACE POLYESTER CONCRETE OVERLAY & PLACE JOINT SEAL.
Location DescriptionFRESNO COUNTY IN FRESNO FROM 0.2 MILE NORTH OF ROUTE 41/99 SEPARATION TO 0.1 MILE SOUTH OF VAN NESS AVENUE UNDERCROSSING
Sample Information
Sample Taken Date9/19/2019 Sample Unique Key5
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 testing9/19/2019
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 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)1206047
Batch number1206047 Mix number1206047
Test Details
DIME Sample ID: 2019-09-19-5
DIME Test ID: 2019-09-19-5-5
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: 2019-09-27
Test Results

Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 09/27/2019
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1428 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: 714 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1536 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: 768 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1440 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: 720 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/27/2019