Test 2021-01-10-2-2 (CTM 524-March 2013) Summary

Project Information
Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
DIST-CO-RTE-PM08-RIV-15-34.7/51.6
Work Description(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location DescriptionRiverside County and SBD-15-0.0/1.3
Sample Information
Sample Taken Date1/10/2021 Sample Unique Key2
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 testing2/10/2021
Sample typeQuality Assurance A brief description of the sampleconcrete beams
The quantity of what the sample constitutes4 Beams From where was the sample collectedJob Site
First name of sampler or witnessed byQA Last name of sampler or witnessed byQA
Title of sampler Laboratory sample identification3RSC-A1, 3RSC-B1, 3RSC-C1
The fabricator/manufacturer/facility namesecurity paving Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier33-paving
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberSM446B39
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedtt1
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedDischarge from concrete truck into wheelbarrow. Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2021-01-10-2
DIME Test ID: 2021-01-10-2-2
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: 2021-02-09
Test Results

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: kaushal talati
Date of test: 02/07/2021
Identification number: 3RSC-B1
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 7455 lb
Curing history and apparent moisture condition of the specimen: Sand Pit
If specimen was capped, ground or if leather shims were used: No
Defects in specimen, including numbers of beams discarded during test: No
Age of specimen: 28 days
Modulus of rupture:640 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/09/2021