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
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 ✔