DIME - Test Summary

Summary for Test 2022-08-07-3-1

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	08/07/2022	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	08/07/2022
Sample type	Quality Assurance	A brief description of the sample	A set of 2 LCB-RSC cylinders
The quantity of what the sample constitutes	1650 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Marcus	Last name of sampler or witnessed by	Molina
Title of sampler	Field Materials Tester	Telephone number of sampler	19095343477
Laboratory sample identification	22-2054	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vanguard at the 57 Freeway	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	690HE4X12
The truck number from where the sample was collected	Load 250	The batch plant ticket number from where the sample was collected	Not Provided
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: 2022-08-07-3

DIME Test ID: 2022-08-07-3-1

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: 2022-08-22

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: 08/16/2022

Identification number: 22-2054

Width of specimen: 6.0625 inch

Width of specimen 2: 6.0625 inch

Width of specimen 3: 5.9375 inch

Depth of specimen: 6.125 inch

Depth of specimen 2: 6.125 inch

Depth of specimen 3: 6.1875 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 8340 lb

Maximum load applied 2: 7830 lb

Maximum load applied 3: 7320 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, including numbers of beams discarded during test: No

Age of specimen: 10 days

Age of specimen in hours: no data

Modulus of rupture: 660 psi

Modulus of rupture 2: 620 psi

Modulus of rupture 3: 580 psi

Modulus of rupture average: 620 psi

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

Test was verified on 8/22/2022 ✔