Summary for Test 2024-09-29-3-2

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 995485
DEA: 031H1304
EFIS: 0316000059
DIST-CO-RTE-PM03-SAC,SAC-12-0/0.7
Award Date03/29/2024
Closeout Date05/23/2025
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY AND REPLACE BRIDGE RAILING.
Location DescriptionSOLANO AND SACRAMENTO COUNTIES IN AND NEAR RIO VISTA FROM VIRGINIA DRIVE TO ROUTE 160
QA Service Level1 (Verified on 01/17/2024)

Sample Information

Sample Taken Date09/29/2024 Sample Unique Key3
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 testing10/01/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes2 tankers From where was the sample collectedSource
First name of sampler or witnessed byGilberto Last name of sampler or witnessed byGonzalez
Title of samplerQuality Control Manager Telephone number of sampler7076245467
Laboratory sample identification000133KBP Linked DIME Sample ID000133KBP
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) NumberSacramento Caltrans lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ4I01481
Batch numberAZ4I01481 Mix numberAZ4I01481

Test Details

DIME Sample ID: 2024-09-29-3
DIME Test ID: 2024-09-29-3-2
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: 2024-12-30

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 10/03/2024
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1070.19 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: 535.094 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1120.66 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: 560.329 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1333.56 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: 666.781 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 12/30/2024