Summary for Test 2026-04-21-49-6

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 1002057
DEA: 120V2404
EFIS: 1224000109
DIST-CO-RTE-PM12-ORA-405-3.9/23.3
Award DateNot set
Closeout DateNot set
Work DescriptionApply methacrylate, polyester concrete overlay, and deck spall repair.
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS FROM UNIVERSITY DRIVE OVERCROSSING TO N405-W22 CONNECTOR SEPARATION
QA Service Level1 (Verified on 04/02/2026)

Sample Information

Sample Taken Date04/21/2026 Sample Unique Key49
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 testing04/24/2026
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes34 Totes 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 sampler925-913-9199
Laboratory sample identification26-020 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number211KBP
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)AZ6D00630T
Batch NumberAZ6D00630T Mix numberAZ6D00630T

Test Details

DIME Sample ID: 2026-04-21-49
DIME Test ID: 2026-04-21-49-6
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: 2026-05-15

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 04/29/2026
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1036 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: 518 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1164 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: 582 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 994 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: 497 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 5/15/2026