Summary for Test 2023-06-15-25-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 993778
DEA: 042W5404
EFIS: 0421000234
DIST-CO-RTE-PM04-MRN-101-4.0/4.6
Award Date06/21/2022
Closeout Date02/16/2024
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionMARIN COUNTY NEAR SAUSALITO FROM 0.7 MILE NORTH OF WALDO UNDERCROSSING TO 0.2 MILE SOUTH OF FRONTAGE ROAD
QA Service Level1 (Verified on 05/19/2022)

Sample Information

Sample Taken Date06/15/2023 Sample Unique Key25
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 testing06/16/2023
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 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 identification943806 Linked DIME Sample ID943806
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 Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)1476239
Batch number1476239 Mix number1476239

Test Details

DIME Sample ID: 2023-06-15-25
DIME Test ID: 2023-06-15-25-5
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: 2023-10-18

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 06/20/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 2176.27 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: 1088.14 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1823.72 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: 911.86 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 2064.77 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: 1032.38 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 10/18/2023