DIME - Test Summary

Summary for Test 2022-12-17-7-1

Test performed: CTM 524-March 2013

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	12/17/2022	Sample Unique Key	7
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	12/18/2022
Sample type	Quality Assurance	A brief description of the sample	Concrete Beams JPCP-RSC
The quantity of what the sample constitutes	10 Cubic Yards	From where was the sample collected	Job Site
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	22-3185	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	HE4X4B
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	13623
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: 2022-12-17-7

DIME Test ID: 2022-12-17-7-1

Testing Lab: Alta Vista Solutions - Whittier

Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete

Test Release Date: 2022-12-21

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: Nathan Ogbasellasie

Date of test: 12/20/2022

Identification number: 22-3185

Width of specimen: 6 inch

Width of specimen 2: 6 inch

Width of specimen 3: 6 inch

Depth of specimen: 6.0625 inch

Depth of specimen 2: 6.125 inch

Depth of specimen 3: 6.125 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 11279 lb

Maximum load applied 2: 11397 lb

Maximum load applied 3: 12167 lb

Curing history and apparent moisture condition of the specimen: Ok

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: 970 psi

Modulus of rupture 2: 960 psi

Modulus of rupture 3: 1020 psi

Modulus of rupture average: 980 psi

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

Test was verified on 12/21/2022 ✔