Summary for Test 2025-10-15-31-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 1000731
DEA: 042Q4404
EFIS: 0419000013
DIST-CO-RTE-PM04-SON-121-6.5,8.4
Award Date04/07/2025
Closeout DateNot set
Work DescriptionREMOVE BR AND AC SURF, CONSTRUCT BR DECK, RAILING AND POLYESTER CONC.
Location DescriptionSONOMA COUNTY NEAR SONOMA AT YELLOW CREEK BRIDGE AND AT ARROYO SECO BRIDGE
QA Service Level1 (Verified on 10/16/2024)

Sample Information

Sample Taken Date10/15/2025 Sample Unique Key31
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 testing10/16/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 Resin
The quantity of what the sample constitutes35 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 sampler7076245467
Laboratory sample identification000192KBP 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)AZ5J01273T
Batch numberAZ5J01273T Mix numberAZ5J01273T

Test Details

DIME Sample ID: 2025-10-15-31
DIME Test ID: 2025-10-15-31-5
Testing Lab: WSP USA - San Diego
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: 2025-12-04

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 12/04/2025
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1140 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: 570 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1106 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: 553 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1202 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: 601 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 12/4/2025