Test 2021-11-10-40-1 (CTM 524-March 2013) Summary

Project Information
Project IdentifiersProject ID: 215587
DEA: 081L6804
EFIS: 0820000138
DIST-CO-RTE-PM08-RIV-91,15-7.5/13.4,8.2/23.9
Work DescriptionSLAB REPLACEMENT, PLACE SLURRY SEAL AND REPLACE AC SURFACING.
Location DescriptionRIVERSIDE COUNTY IN AND NEAR CORONA AND MURRIETA ON ROUTE 91 FROM ROUTE 15/91 SEPARATION TO 0.4 MILE EAST OF TYLER STREET AND ON ROUTE 15 FROM 1.5 MILES NORTH OF WINCHESTER ROAD TO NICHOLS ROAD
Sample Information
Sample Taken Date11/10/2021 Sample Unique Key40
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 testing11/11/2021
Sample typeQuality Assurance A brief description of the sampleConcrete beams
The quantity of what the sample constitutes3 beams From where was the sample collectedJob Site
First name of sampler or witnessed byQC Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification15RA,15RB,15RC
The fabricator/manufacturer/facility nameSHORTLOAD CONCRETE INC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numberCTS-65-EHI
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedTTI
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedOn Job Site at Concrete Truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-11-10-40
DIME Test ID: 2021-11-10-40-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2021-11-22
Test Results

Number of specimens: 1
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Fracture occurred at a capped section: No
Input Type: Calculated
Tester's full name: M. Warde, I. Najjar
Date of test: 11/13/2021
Identification number: 15RA
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 8870 lb
Curing history and apparent moisture condition of the specimen: Per test method
If specimen was capped, ground or if leather shims were used: no
Defects in specimen, including numbers of beams discarded during test: non
Age of specimen: 3 days
Modulus of rupture: 760 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/22/2021