Summary for Test 2020-08-21-11-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 214851
DEA: 081K2204
EFIS: 0819000002
DIST-CO-RTE-PM08-SBD-10,15-Various
Award Date05/12/2020
Closeout Date08/10/2021
Work DescriptionSTRUCTURAL CONCRETE, APPROACH SLAB & POLYESTER CONCRETE OVERLAY.
Location DescriptionSAN BERNARDINO COUNTY ON ROUTES 10 AND 15 AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/07/2020)

Sample Information

Sample Taken Date08/21/2020 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 testing08/21/2020
Sample typeQuality Control A brief description of the sample1 Gallon
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 sampler7073309227
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)1272848
Batch number1272848 Mix number1272848

Test Details

DIME Sample ID: 2020-08-21-11
DIME Test ID: 2020-08-21-11-5
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: 2020-10-19

Test Results


Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 10/19/2020
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1658 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: 829 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1348 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: 674 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1878 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: 939 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/19/2020