Summary for Test 2019-06-17-4-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 213914
DEA: 060U9704
EFIS: 0617000287
DIST-CO-RTE-PM06-KER,TUL-5,99,137,166,198,204-Various
Award Date03/25/2019
Closeout Date12/04/2019
Work DescriptionTREATING BRIDGE DECKS WITH METHACRYLATE AND REPLACING JOINT SEAL.
Location DescriptionKERN AND TULARE COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/12/2019)

Sample Information

Sample Taken Date06/17/2019 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 testing06/17/2019
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes8 tankers From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Telephone number of sampler7073309227
Laboratory sample identification Linked DIME Sample ID
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)1190071
Batch number1190071 Mix number1190071

Test Details

DIME Sample ID: 2019-06-17-4
DIME Test ID: 2019-06-17-4-5
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: 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: 1702 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: 851 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1692 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: 846 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1876 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: 938 psi
General comments (publicly viewable) (Max 1000 characters): accepted suppliers test results

Test was verified on 7/1/2019