Summary for Test 2026-04-30-61-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 1000603
DEA: 051K4504
EFIS: 0518000209
DIST-CO-RTE-PM05-SB-101-R52.3/R56.1
Award Date01/28/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AND RHMA/HMA ROADWAY AND BRIDGE, & REPLACE CULVERTS.
Location DescriptionSANTA BARBARA COUNTY NEAR BUELLTON FROM OLD COAST HIGHWAY TO 0.4 MILE SOUTH OF SANTA ROSA ROAD OVERCROSSING
QA Service Level1 (Verified on 09/26/2024)

Sample Information

Sample Taken Date04/30/2026 Sample Unique Key61
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 testing05/01/2026
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 identification26-018 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number214KBP
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)AZ6D00669T
Batch NumberAZ6D00669T Mix numberAZ6D00669T

Test Details

DIME Sample ID: 2026-04-30-61
DIME Test ID: 2026-04-30-61-5
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: 2026-05-15

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 05/05/2026
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 936 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: 468 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1130 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: 565 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1364 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: 682 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 5/15/2026