DIME - Test Summary

Summary for Test 2019-10-06-3-2

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114
DIST-CO-RTE-PM	08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Award Date	04/18/2019
Closeout Date	06/28/2022
Work Description	REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location Description	Not set
QA Service Level	1 (Verified on 06/17/2019)

Sample Taken Date	10/06/2019	Sample Unique Key	3
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	10/07/2019
Sample type	Department Acceptance	A brief description of the sample	Concrete beams
The quantity of what the sample constitutes	3 beams	From where was the sample collected	Job Site
First name of sampler or witnessed by	RMA	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	9J-10A, 9J-10B, 9J-10C,	Linked DIME Sample ID
The fabricator/manufacturer/facility name	RV 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	RVC-60-1
The truck number from where the sample was collected	Unknown	The batch plant ticket number from where the sample was collected	TT1
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	On Job Site at Concrete Truck	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2019-10-06-3

DIME Test ID: 2019-10-06-3-2

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: 2019-10-30

Number of specimens: 1

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: A. Alzubi, E. Jabbour

Date of test: 10/16/2019

Identification number: 9J-10B

Width of specimen: 6.125 inch

Depth of specimen: 6.125 inch

Span length of specimen: 18 inch

Maximum load applied: 9870 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: No

Age of specimen: 10 days

Age of specimen in hours: no data

Modulus of rupture: 810 psi

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

Test was verified on 10/30/2019 ✔