Summary for Test 2023-11-07-79-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 994639
DEA: 032G5504
EFIS: 0321000238
DIST-CO-RTE-PM03-BUT,COL,GLE-5,32,99,149,162-VAR
Award Date06/13/2023
Closeout DateNot set
Work DescriptionPLACE AND FURNISH POLYESTER CONCRETE AND REPLACE JOINT SEALS.
Location DescriptionBUTTE, COLUSA, AND GLENN COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date11/07/2023 Sample Unique Key79
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 testing11/08/2023
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes4 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 sampler17076245467
Laboratory sample identification000034KBP Linked DIME Sample ID000034KBP
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

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ3J00119
Batch numberAZ3J00119 Mix numberAZ3J00119

Test Details

DIME Sample ID: 2023-11-07-79
DIME Test ID: 2023-11-07-79-5
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: 2024-03-21

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 11/16/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1400 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: 700 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 970 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: 485 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1414 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: 707 psi
General comments (publicly viewable) (Max 1000 characters): Accepted based on vendor's results.

Test was verified on 3/21/2024