Summary for Test 2021-07-18-3-3

Test performed: CTM 524-March 2013

Project Information

Project IdentifiersProject ID: 993128
DEA: 081M5404
EFIS: 0821000131
DIST-CO-RTE-PM08---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 07/13/2021)

Sample Information

Sample Taken Date07/18/2021 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 testing07/19/2021
Sample typeQuality Assurance A brief description of the samplePCC Rapid set 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 Telephone number of sampler
Laboratory sample identification3RA,3RB,3RC Linked DIME Sample ID
The fabricator/manufacturer/facility nameshortload concrete 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: 2021-07-18-3
DIME Test ID: 2021-07-18-3-3
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: 2021-07-23

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: K. Eubany, M. Haque
Date of test: 07/21/2021
Identification number: 3RC
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 7430 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: 3 days
Modulus of rupture: 640 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/23/2021