Summary for Test 2025-02-17-4-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 1000180
DEA: 081N2604
EFIS: 0822000126
DIST-CO-RTE-PM08-SBD-15-2.2/8.5
Award Date05/23/2024
Closeout Date07/23/2025
Work DescriptionFURNISH POLYESTER CONC OVERLAY, PLACE POLYESTER CONC OVERLAY.
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR FONTANA AT VARIOUS LOCATIONS FROM ROUTE 10 TO ROUTE 210
QA Service Level1 (Verified on 05/15/2024)

Sample Information

Sample Taken Date02/17/2025 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing02/18/2025 Sample typeQuality Control
A brief description of the sample1 gallon can / PPC 1121 RESIN The quantity of what the sample constitutes2 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 identification000151KBP
Linked DIME Sample ID000151KBP 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)AZ5B00213
Batch NumberAZ5B00213 Mix numberAZ5B00213

Test Details

DIME Sample ID: 2025-02-17-4
DIME Test ID: 2025-02-17-4-5
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: 2025-05-01

Test Results


Input Type: Measured
Tester's full name: Colin Subasa
Date of test: 02/21/2025
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1492 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: 746 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1634 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: 817 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 2108 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: 1054 psi
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier's results.

Test was verified on 5/1/2025 ✔