Summary for Test 2026-01-28-29-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 1000269
DEA: 070W6604
EFIS: 0722000360
DIST-CO-RTE-PM07-LA-47,110,405,605-Var
Award Date06/25/2024
Closeout DateNot set
Work DescriptionMETHACRYLATE, POLYESTER OVERLAY AND JOINT SEALS.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 08/27/2024)

Sample Information

Sample Taken Date01/28/2026 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing01/29/2026 Sample typeQuality Control
A brief description of the sample1 gallon can / PPC 1121 RESIN The quantity of what the sample constitutes33 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 identification26-0058
Linked DIME Sample ID The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia
Transportation Laboratory (TL) Number197KBP 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)AZ6A00103T
Batch NumberAZ6A00103T Mix numberAZ6A00103T

Test Details

DIME Sample ID: 2026-01-28-29
DIME Test ID: 2026-01-28-29-5
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: 2026-02-26

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 02/03/2026
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 968 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: 484 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1264 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: 632 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1586 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: 793 psi
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier's results

Test was verified on 2/26/2026 ✔