Test 2019-06-10-1-5 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 212501
DEA: 022E4804
EFIS: 0200000586
DIST-CO-RTE-PM02-SIS-96,263-103.1/103.6,56.8/57.2
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
Sample Information
Sample Taken Date6/10/2019 Sample Unique Key1
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 constitutes36 totes 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)1188511
Batch number1188511 Mix number1188511
Test Details
DIME Sample ID: 2019-06-10-1
DIME Test ID: 2019-06-10-1-5
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: 2019-07-01
Test Results

Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 07/01/2019
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1387 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: 693.5 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1126 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: 563 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1363 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: 681.5 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/01/2019