DIME - Test Summary

Summary for Test 2022-01-30-2-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 214573 DEA: 073096U4 EFIS: 0719000091
DIST-CO-RTE-PM	07-LA-210-R0.0/R9.7
Award Date	04/03/2020
Closeout Date	06/06/2024
Work Description	PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description	LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level	1 (Verified on 06/05/2020)

Sample Taken Date	01/30/2022	Sample Unique Key	2
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	01/30/2022
Sample type	Per Request	A brief description of the sample	A set of 3 JPCP RSC beams
The quantity of what the sample constitutes	Per 500 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Edmond	Last name of sampler or witnessed by	Jabbour
Title of sampler	Field Materials Tester	Telephone number of sampler	9092398226
Laboratory sample identification	22-0167	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Flatiron Plant	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	3215-JPCPRSC-12
The truck number from where the sample was collected	Load 113	The batch plant ticket number from where the sample was collected	111
Concrete batch plant	Flatiron Plant	The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	See Below Notes	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-01-30-2

DIME Test ID: 2022-01-30-2-1

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: 2022-02-10

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: Michael Magana

Date of test: 02/09/2022

Identification number: 22-0167

Width of specimen: 6.0625 inch

Width of specimen 2: 6.125 inch

Width of specimen 3: 6 inch

Depth of specimen: 6.0625 inch

Depth of specimen 2: 6.0625 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: 720 lb

Maximum load applied 2: 700 lb

Maximum load applied 3: 710 lb

Curing history and apparent moisture condition of the specimen: Sand Pit / Water Tank

If specimen was capped, ground or if leather shims were used: N/A

Defects in specimen, including numbers of beams discarded during test: N/A

Age of specimen: 10 days

Age of specimen in hours: no data

Modulus of rupture: 720 psi

Modulus of rupture 2: 700 psi

Modulus of rupture 3: 710 psi

Modulus of rupture average: 710 psi

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

Test was verified on 2/10/2022 ✔