Summary for Test 2026-04-22-35-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 1001218
DEA: 010M9604
EFIS: 0123000106
DIST-CO-RTE-PM01-MEN-101,271-Var
Award Date06/23/2025
Closeout DateNot set
Work DescriptionPOLYESTER CONCRETE OVERLAY, HMA, & COLD PLANE AC PAVEMENT.
Location DescriptionMENDOCINO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/05/2025)

Sample Information

Sample Taken Date04/22/2026 Sample Unique Key35
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 testing04/24/2026
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 sampler925-913-9199
Laboratory sample identification26-016 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number212KBP
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)AZ6D00632T
Batch NumberAZ6D00632T Mix numberAZ6D00632T

Test Details

DIME Sample ID: 2026-04-22-35
DIME Test ID: 2026-04-22-35-5
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: 2026-06-01

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 04/29/2026
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1268 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: 634 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1150 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: 575 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1172 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: 586 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 6/1/2026