Summary for Test 2020-02-20-4-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 213829
DEA: 074W4604
EFIS: 0718000291
DIST-CO-RTE-PM07-LA-14,405,710-Various
Award Date02/20/2019
Closeout Date08/28/2020
Work DescriptionREPLACE STR APPROACH SLABS AND PLACE DECK POLYESTER CONCRETE OVERLAY.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/30/2019)

Sample Information

Sample Taken Date02/20/2020 Sample Unique Key4
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 testing02/20/2020
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes36 Totes 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 sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers and Reichhold 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)1234808
Batch number1234808 Mix number1234808

Test Details

DIME Sample ID: 2020-02-20-4
DIME Test ID: 2020-02-20-4-5
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: 2020-03-25

Test Results


Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 03/25/2020
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1368 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: 684 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1438 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: 719 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1116 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: 558 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/25/2020