Summary for Test 2025-09-04-50-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 1001127
DEA: 112N2064
EFIS: 1123000285
DIST-CO-RTE-PM11-SD-94-1.6/R13.3
Award Date06/03/2025
Closeout DateNot set
Work DescriptionPOLYESTER CONCRETE, METHACRYLATE, JOINT SEALS AND APPROACH SLABS.
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 22ND STREET OVERCROSSING TO AVOCADO BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 06/02/2025)

Sample Information

Sample Taken Date09/04/2025 Sample Unique Key50
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 testing09/08/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes10 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 identification25-141 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number179KBP
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)AZ5H01073S
Batch numberAZ5H01073S Mix numberAZ5H01073S

Test Details

DIME Sample ID: 2025-09-04-50
DIME Test ID: 2025-09-04-50-5
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: 2025-09-18

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 09/10/2025
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1212 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: 606 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: 1206 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: 603 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 9/18/2025