Summary for Test 2025-06-04-37-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 1000402
DEA: 11430384
EFIS: 1118000114
DIST-CO-RTE-PM11-SD-805-23.7/28.5
Award Date10/09/2024
Closeout DateNot set
Work DescriptionREPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION
QA Service Level1 (Verified on 11/18/2024)

Sample Information

Sample Taken Date06/04/2025 Sample Unique Key37
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 testing06/05/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes80 drums 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 identification25-019 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number164KBP
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)AZ5E00648D
Batch numberAZ5E00648D Mix numberAZ5E00648D

Test Details

DIME Sample ID: 2025-06-04-37
DIME Test ID: 2025-06-04-37-5
Testing Lab: Future Labs, LLC
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: 2025-07-24

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 06/10/2025
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1296 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: 648 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1084 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: 542 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1182 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: 591 psi
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier's results.

Test was verified on 7/24/2025