Summary for Test 2026-07-20-37-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 1002347
DEA: 043Y6004
EFIS: 0423000265
DIST-CO-RTE-PM04-SCL-680-M1.1/M7.0
Award DateNot set
Closeout DateNot set
Work DescriptionPolyester Concrete Overlay & Bridge Deck Repair - Route 680 Bridges
Location DescriptionSanta Clara Co, San Jose & Milpitas, Rte 680 PM M0.9/M7.2 (Br 37-0287/0288/0293/0301/0373)
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date07/20/2026 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 testing07/22/2026
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes76 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 sampler925-913-9199
Laboratory sample identification000220KBP Linked DIME Sample ID
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)H06G01308
Batch NumberH06G01308 Mix numberH06G01308

Test Details

DIME Sample ID: 2026-07-20-37
DIME Test ID: 2026-07-20-37-5
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: 2026-08-06

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 07/27/2026
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1396 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: 698 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 900 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: 450 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1126 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: 563 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 8/6/2026