Test 2019-06-10-2-5 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Work DescriptionGerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location DescriptionPort of Long Beach (District 7)
Sample Information
Sample Taken Date6/10/2019 Sample Unique Key2
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 testing6/10/2019
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes1 tanker From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byNunes
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameKwik bond 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)1188232
Batch number1188232 Mix number1188232
Test Details
DIME Sample ID: 2019-06-10-2
DIME Test ID: 2019-06-10-2-5
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: 2019-07-08
Test Results

Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 07/08/2019
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1221 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: 610.5 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1184 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: 592 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1529 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: 764.5 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/08/2019