Summary for Test 2020-10-13-6-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 215029
DEA: 120Q8504
EFIS: 1217000116
DIST-CO-RTE-PM12-ORA-5-34.5/37.4
Award Date07/29/2020
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE ON 3 BRIDGES & REPLACE CONCRETE BARRIERS.
Location DescriptionORANGE COUNTY IN ORANGE AND ANAHEIM FROM 0.1 MILE NORTH OF SANTA ANA RIVER BRIDGE TO HARBOR BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 09/01/2020)

Sample Information

Sample Taken Date10/13/2020 Sample Unique Key6
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 testing10/13/2020
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 sampler707-330-9227
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)1284806
Batch number1284806 Mix number1284806

Test Details

DIME Sample ID: 2020-10-13-6
DIME Test ID: 2020-10-13-6-5
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: 2020-10-21

Test Results


Input Type: Measured
Tester's full name: Vendor Results
Date of test: 10/21/2020
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1254 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: 627 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1196 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: 598 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1277 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: 638.5 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/21/2020