DIME - Test Summary

Summary for Test 2024-10-01-91-1

Test performed: CTM 524-March 2013

Sample Taken Date	10/01/2024	Sample Unique Key	91
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	10/01/2024
Sample type	Acceptance	A brief description of the sample	JPCP-RSC
The quantity of what the sample constitutes	51 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Philip	Last name of sampler or witnessed by	Maquiran
Title of sampler	MREA	Telephone number of sampler	(213) 358-1518
Laboratory sample identification	24-3049	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Short Load Concrete	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Type	Concrete	The concrete mix design number	CTS-65-EHI
The truck number from where the sample was collected	19	The batch plant ticket number from where the sample was collected	2
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Truck Chute	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2024-10-01-91

DIME Test ID: 2024-10-01-91-1

Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953

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

Test Release Date: 2024-10-13

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: Phillip Maquiran

Date of test: 10/11/2024

Identification number: 24-3049

Width of specimen: 5.9375 inch

Width of specimen 2: 5.9375 inch

Width of specimen 3: 6.0625 inch

Depth of specimen: 6.125 inch

Depth of specimen 2: 6.125 inch

Depth of specimen 3: 6.0625 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 9260 lb

Maximum load applied 2: 9222 lb

Maximum load applied 3: 9686 lb

Curing history and apparent moisture condition of the specimen: Damp

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: 10 days

Age of specimen in hours: no data

Modulus of rupture: 790 psi

Modulus of rupture 2: 780 psi

Modulus of rupture 3: 820 psi

Modulus of rupture average: 800 psi

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

Test was verified on 10/13/2024 ✔