Summary for Test 2026-03-31-27-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 1000781
DEA: 040P9304
EFIS: 0418000027
DIST-CO-RTE-PM04-CC-80-7.6,12.8
Award Date03/19/2025
Closeout DateNot set
Work DescriptionBRIDGE RAILING, MVP, CURB & GUTTER, SIDEWALKS, & ELECTRICAL SYSTEMS.
Location DescriptionCONTRA COSTA COUNTY IN PINOLE AT APPIAN WAY OVERCROSSING AND NEAR HERCULES AT CUMMINGS SKYWAY OVERCROSSING.
QA Service Level1 (Verified on 12/27/2024)

Sample Information

Sample Taken Date03/31/2026 Sample Unique Key27
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 testing04/01/2026
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes34 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 sampler925-913-9199
Laboratory sample identification26-012 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number205KBP
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)AZ6C00485T
Batch NumberAZ6C00485T Mix numberAZ6C00485T

Test Details

DIME Sample ID: 2026-03-31-27
DIME Test ID: 2026-03-31-27-5
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: 2026-04-17

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 04/07/2026
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1216 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: 608 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1144 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: 572 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1166 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: 583 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 4/17/2026