DIME - Test Summary

Summary for Test 2022-05-18-32-1

Test performed: CTM 523-May 2020

Project Identifiers	Project ID: 211260 DEA: 072159U4 EFIS: 0715000160
DIST-CO-RTE-PM	07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date	05/27/2016
Closeout Date	08/01/2023
Work Description	CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description	LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level	1 (Verified on 03/16/2016)

Sample Taken Date	05/18/2022	Sample Unique Key	32
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	05/19/2022
Sample type	Quality Assurance	A brief description of the sample	A set of 2 JPCP concrete beam test specimens
The quantity of what the sample constitutes	900 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Dominic	Last name of sampler or witnessed by	Montemayor
Title of sampler	Field Materials Tester	Telephone number of sampler	19517643140
Laboratory sample identification	22-1196	Linked DIME Sample ID
The fabricator/manufacturer/facility name	SECURITY PAVING PORTABLE PLANT- LA MIRADA	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	G3-19-PCC-001
The truck number from where the sample was collected	Load 9	The batch plant ticket number from where the sample was collected	251071
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Concrete from wheelbarrow	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-05-18-32

DIME Test ID: 2022-05-18-32-1

Testing Lab: Kleinfelder, Incorporated - Los Angeles

Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete

Test Release Date: 2022-06-15

Number of specimens: 2

Unit system used?: US Units

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

Is a beam dimensional correction factor used?: No

Input Type: Calculated

Tester's full name: Samir El-Chammas

Date of test: 06/15/2022

Identification number: 22-1196

Width of specimen: 6.0 inch

Width of specimen 2: 6.0 inch

Depth of specimen: 6.0 inch

Depth of specimen 2: 6.1 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Maximum load applied: 9690 lb

Maximum load applied 2: 9540 lb

Curing history and apparent moisture condition of the specimen: Sand Pit and Lime Bath

If specimen was capped, ground or if leather shims were used: No

Defects in specimen: No

Age of specimen: 28 days

Age of specimen in hours: no data

Modulus of rupture: 850 psi

Modulus of rupture 2: 810 psi

Modulus of rupture average: 830 psi

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

Test was verified on 6/15/2022 ✔