DIME - Test Summary

Summary for Test 2022-03-29-23-1

Test performed: CTM 524-March 2013

Sample Taken Date	03/29/2022	Sample Unique Key	23
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 testing	03/30/2022
Sample type	Quality Assurance	A brief description of the sample	A set of 3 ISR-RSC Beams
The quantity of what the sample constitutes	100 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Aleksey	Last name of sampler or witnessed by	Souglobov
Title of sampler	Field Materials Tester	Telephone number of sampler	17075835090
Laboratory sample identification	22-0612	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Short Load Concrete Inc	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	CTS-65-EHI
The truck number from where the sample was collected	Load 2	The batch plant ticket number from where the sample was collected	NOT PROVIDED
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Concrete from wheelbarrow	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-03-29-23

DIME Test ID: 2022-03-29-23-1

Testing Lab: Kleinfelder, Incorporated - Los Angeles

Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete

Test Release Date: 2022-04-04

Number of specimens: 3

Does the testing machine measure load or stress on the beam specimen?: Load

Fracture initiates in the tension surface: Within the Middle Third of the Span Length

Fracture occurred at a capped section: No

Is a beam dimensional correction factor used?: No

Input Type: Calculated

Tester's full name: Samir El-Chammas

Date of test: 04/01/2022

Identification number: 22-0612

Width of specimen: 6.0625 inch

Width of specimen 2: 6 inch

Width of specimen 3: 6.0625 inch

Depth of specimen: 6 inch

Depth of specimen 2: 6 inch

Depth of specimen 3: 6 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 8607 lb

Maximum load applied 2: 8624 lb

Maximum load applied 3: 8621 lb

Curing history and apparent moisture condition of the specimen: Sand Pit and Lime Bath

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: 3 days

Age of specimen in hours: no data

Modulus of rupture: 750 psi

Modulus of rupture 2: 750 psi

Modulus of rupture 3: 750 psi

Modulus of rupture average: 750 psi

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/4/2022 ✔