Summary for Test 2023-03-07-20-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 993401
DEA: 11430494
EFIS: 1118000262
DIST-CO-RTE-PM11-IMP-8-R96.8
Award Date09/01/2022
Closeout Date02/28/2024
Work DescriptionREHABILITATE BRIDGE DECK, SLABS, BEARING PADS, JOINT SEALS & OVERLAY.
Location DescriptionIMPERIAL COUNTY NEAR WINTERHAVEN AT COLORADO RIVER VIADUCT BRIDGE NO. 58-0312 L/R
QA Service Level1 (Verified on 11/30/2021)

Sample Information

Sample Taken Date03/07/2023 Sample Unique Key20
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 testing03/08/2023
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes10 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 identification943768 Linked DIME Sample ID943768
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)1458509
Batch number1458509 Mix number1458509

Test Details

DIME Sample ID: 2023-03-07-20
DIME Test ID: 2023-03-07-20-5
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: 2023-05-17

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 03/14/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1256.8 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: 628.4 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1382 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: 691 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1548.2 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: 774.1 psi
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 5/17/2023