Summary for Test 2022-01-10-8-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 215518
DEA: 074W7704
EFIS: 0719000274
DIST-CO-RTE-PM07-LA-60-R0.6/R29.4
Award Date04/14/2021
Closeout Date10/06/2022
Work DescriptionMETHATCRYLATE DECK, REPLACE JOINT SEAL, POLYESTER CONCRETE OVERLAY.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ROUTE 60/5 SEPARATION TO GAREY AVENUE UNDERCROSSING
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date01/10/2022 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 testing01/10/2022
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)1379806
Batch number1379806 Mix number1379806

Test Details

DIME Sample ID: 2022-01-10-8
DIME Test ID: 2022-01-10-8-5
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: 2022-01-25

Test Results


Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 01/12/2022
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 980.4 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: 490.2 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1345.2 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: 672.6 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1280 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: 640 psi
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 1/25/2022