DIME - Test Summary

Summary for Test 2024-06-12-7-2

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 99999 DEA: 0322222
DIST-CO-RTE-PM	03-SAC,OMG-888,99,80-0.6-0.6
Award Date	Not set
Closeout Date	Not set
Work Description	THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description	THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level	(Verified on 04/05/2013)

Sample Taken Date	06/12/2024	Sample Unique Key	7
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	06/12/2024
Sample type	Quality Assurance	A brief description of the sample	5
The quantity of what the sample constitutes	5	From where was the sample collected	Job Site
First name of sampler or witnessed by	JD	Last name of sampler or witnessed by	JD
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	NA	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	00000
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	00000
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Jobsite	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2024-06-12-7

DIME Test ID: 2024-06-12-7-2

Testing Lab: CT HQ - Sacramento Materials Management Branch Field Office

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

Test Release Date: 2024-07-23

Number of specimens: 2

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

Fracture initiates in the tension surface: Outside of the Middle Third of the Span Length by No More Than 5 Percent

Fracture occurred at a capped section: No

Is a beam dimensional correction factor used?: No

Input Type: Measured

Tester's full name: Alexis Corona

Date of test: 06/20/2024

Identification number: 000

Width of specimen: 0.0625 inch

Width of specimen 2: 0.0625 inch

Depth of specimen: 0.0625 inch

Depth of specimen 2: 0.0625 inch

Span length of specimen: 2 inch

Span length of specimen 2: 3 inch

Maximum recording: 2 psi

Maximum recording 2: 4 psi

Average distance from line of fracture to the nearest support: 0.25 inch

Average distance from line of fracture to the nearest support 2: 0.1875 inch

Curing history and apparent moisture condition of the specimen: 8

If specimen was capped, ground or if leather shims were used: 8

Defects in specimen, including numbers of beams discarded during test: 5

Age of specimen: 8 days

Age of specimen in hours: 3 hours

Modulus of rupture: 10 psi

Modulus of rupture 2: 10 psi

Modulus of rupture average: 10 psi

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

Test was verified on 7/23/2024 ✔