DIME - Test Summary

Summary for Test 2023-06-07-78-1

Test performed: CTM 523-May 2020

Project Identifiers	Project ID: 214524 DEA: 07304504 EFIS: 0714000067
DIST-CO-RTE-PM	07-LA-57-R0.0/R4.5
Award Date	06/11/2020
Closeout Date	04/03/2025
Work Description	CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location Description	LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
QA Service Level	1 (Verified on 08/12/2020)

Sample Taken Date	06/07/2023	Sample Unique Key	78
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	06/08/2023
Sample type	Quality Assurance	A brief description of the sample	2 Concrete Beams JPCP
The quantity of what the sample constitutes	10 Cubic Yards	From where was the sample collected	Source
First name of sampler or witnessed by	Manuel	Last name of sampler or witnessed by	Uy
Title of sampler		Telephone number of sampler
Laboratory sample identification	23-0809	Linked DIME Sample ID
The fabricator/manufacturer/facility name	n/a	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	57030SL
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	14292
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Wheelbarrow	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-06-07-78

DIME Test ID: 2023-06-07-78-1

Testing Lab: Alta Vista Solutions - Whittier

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

Test Release Date: 2023-07-14

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: Measured

Tester's full name: Nathan Ogbasellasie

Date of test: 07/05/2023

Identification number: 23-0809

Width of specimen: 6.0 inch

Width of specimen 2: 6.1 inch

Depth of specimen: 6.1 inch

Depth of specimen 2: 6.1 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Maximum load applied: 10505 lb

Maximum load applied 2: 9610 lb

Curing history and apparent moisture condition of the specimen: 0

If specimen was capped, ground or if leather shims were used: 0

Defects in specimen: 0

Age of specimen: 28 days

Age of specimen in hours: 0 hours

Modulus of rupture: 860 psi

Modulus of rupture 2: 770 psi

Modulus of rupture average: 815 psi

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

Test was verified on 7/14/2023 ✔