Test 2021-02-28-3-2 (CTM 524-March 2013) Summary

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Project Information
Project IdentifiersProject ID: 213746
DEA: 080Q75U4
EFIS: 0817000114
DIST-CO-RTE-PM08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Work DescriptionREPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location DescriptionNot set
Sample Information
Sample Taken Date2/28/2021 Sample Unique Key3
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 testing3/1/2021
Sample typeAcceptance 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 byRMA Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification79J-4A,79J-4B,79J-4C
The fabricator/manufacturer/facility nameRV 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 numberRVC-60-1
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedTT1
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedconcrete sample from wheel barrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-02-28-3
DIME Test ID: 2021-02-28-3-2
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: 2021-03-11
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: J. Diaz, K. Patel
Date of test: 03/10/2021
Identification number: 79J-4B
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 9150 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: none
Age of specimen: 10 days
Modulus of rupture:780 psi
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Test was verified on 03/11/2021