Summary for Test 2021-11-23-8-5

Test performed: CTM 551-August 2012
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only. Please click this link to view the corrected test.

Project Information

Project IdentifiersProject ID: 215533
DEA: 060Y7004
EFIS: 0619000206
DIST-CO-RTE-PM06-FRE,KER,KIN-5,41,46,198-Var
Award Date04/22/2021
Closeout Date07/26/2023
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE DECK.
Location DescriptionFRESNO, KERN, AND KINGS COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/10/2021)

Sample Information

Sample Taken Date11/23/2021 Sample Unique Key8
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 testing11/23/2021
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 samplerTechnical Director Telephone number of sampler17073309227
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers and Polynt 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)1373751
Batch number1373751 Mix number1373751

Test Details

DIME Sample ID: 2021-11-23-8
DIME Test ID: 2021-11-23-8-5
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: 2021-12-10

Test Results


Input Type: Calculated
Tester's full name: Linda Bergstrom
Date of test: 11/29/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 764 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: 382 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 496 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: 248 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 564 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: 282 psi
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 12/10/2021

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.