Test 2021-08-31-29-5 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 215773
DEA: 010F5004
EFIS: 0116000014
DIST-CO-RTE-PM01-HUM,HUM-29,36,211-VAR
Work Description4 BRIDGES DECK PRESERVATION.
Location DescriptionLAKE AND HUMBOLDT COUNTIES AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date8/31/2021 Sample Unique Key29
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 testing8/31/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes60 Drums 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 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)1350992
Batch number1350992 Mix number1350992
Test Details
DIME Sample ID: 2021-08-31-29
DIME Test ID: 2021-08-31-29-5
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: 2021-09-17
Test Results

Input Type: Measured
Tester's full name: Vendor Results
Date of test: 09/17/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1685.23 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: 842.615 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1377.28 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: 688.64 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1351.49 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: 675.745 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Supplier Results.

Test was verified on 09/17/2021