Test 2021-10-15-5-4 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 215417
DEA: 101K9304
EFIS: 1020000014
DIST-CO-RTE-PM10-SJ-VAR,580-VAR
Work DescriptionBRIDGE DECKS INVESTIGATION AND REHABILITATION IN AND NEAR TRACY
Location DescriptionSJ CTY IN & NEAR TRACY FROM GAFFERY RD TO EAST MIDWAY
Sample Information
Sample Taken Date10/15/2021 Sample Unique Key5
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 testing10/15/2021
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 byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Laboratory sample identification
The fabricator/manufacturer/facility nameKwik Bond Polymers and Polynt 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)1365928
Batch number1365928 Mix number1365928
Test Details
DIME Sample ID: 2021-10-15-5
DIME Test ID: 2021-10-15-5-4
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: 2021-10-29
Test Results

Input Type: Measured
Tester's full name: Vendor Results
Date of test: 10/29/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1849.16 lb
Span length for Sample 1: 9 in
Break location for Sample 1: PCC
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 924.58 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1810.19 lb
Span length for Sample 2: 9 in
Break location for Sample 2: PCC
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 905.095 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1436.03 lb
Span length for Sample 3: 9 in
Break location for Sample 3: PCC
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 718.015 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results

Test was verified on 10/29/2021