Summary for Test 2022-03-21-11-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 993470
DEA: 032G2804
EFIS: 0321000078
DIST-CO-RTE-PM03-ED-50-0.8/R1.9L
Award Date02/03/2022
Closeout Date07/25/2022
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionEL DORADO COUNTY AT AND NEAR EL DORADO HILLS AT VARIOUS LOCATIONS FROM LATROBE ROAD UNDERCROSSING TO CARSON CREEK WESTBOUND ROUTE 50 OFF-RAMP
QA Service Level1 (Verified on 12/28/2021)

Sample Information

Sample Taken Date03/21/2022 Sample Unique Key11
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 testing03/21/2022
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 byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Telephone number of sampler17073309227
Laboratory sample identification Linked DIME Sample ID
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)1396065
Batch number1396065 Mix number1396065

Test Details

DIME Sample ID: 2022-03-21-11
DIME Test ID: 2022-03-21-11-5
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: 2022-05-17

Test Results


Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 03/23/2022
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1478 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: 739 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1468 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: 734 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1442 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: 721 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 5/17/2022