DIME - Test Summary

Summary for Test 2023-11-05-1-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 994648 DEA: 070W3904 EFIS: 0722000045
DIST-CO-RTE-PM	07-VEN-101-10.7/26.7
Award Date	06/20/2023
Closeout Date	Not set
Work Description	SLURRY SEAL.
Location Description	VENTURA COUNTY FROM CAMARILLO SPRINGS ROAD UNDERCROSSING IN CAMARILLO TO MAIN STREET UNDERCROSSING IN VENTURA
QA Service Level	1 (Verified on 07/24/2023)

Sample Taken Date	11/05/2023	Sample Unique Key	1
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	11/05/2023
Sample type	Acceptance	A brief description of the sample	ISR-RSC
The quantity of what the sample constitutes	14 cu. yd.	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	23-1931	Linked DIME Sample ID
The fabricator/manufacturer/facility name	SLC	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-GBR
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	1
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	from volumetric concrete mixer truck	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-11-05-1

DIME Test ID: 2023-11-05-1-1

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: 2023-11-11

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: 11/08/2023

Identification number: 23-1931

Width of specimen: 6.1875 inch

Width of specimen 2: 6.125 inch

Width of specimen 3: 6.0625 inch

Depth of specimen: 6.125 inch

Depth of specimen 2: 6.0625 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: 7102 lb

Maximum load applied 2: 7320 lb

Maximum load applied 3: 7264 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: 3 days

Age of specimen in hours: no data

Modulus of rupture: 580 psi

Modulus of rupture 2: 610 psi

Modulus of rupture 3: 620 psi

Modulus of rupture average: 600 psi

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

Test was verified on 11/11/2023 ✔