DIME - Test Summary

Summary for Test 2023-11-07-134-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 994962 DEA: 07357304 EFIS: 0719000062
DIST-CO-RTE-PM	07-LA-5-6.6/13.1
Award Date	04/27/2023
Closeout Date	Not set
Work Description	REPLACE CONCRETE SLABS AND MEDIAN BARRIER,
Location Description	LOS ANGELES COUNTY IN SANTA FE SPRINGS, DOWNEY AND CITY OF COMMERCE FROM 0.2 MILE SOUTH OF ROUTE 5/605 SEPARATION TO 0.1 MILE NORT
QA Service Level	1 (Verified on 07/13/2023)

Sample Taken Date	11/07/2023	Sample Unique Key	134
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	11/05/2023
Sample type	Quality Assurance	A brief description of the sample	A set of 3 JPCP RSC beams
The quantity of what the sample constitutes	10 Cy	From where was the sample collected	Job Site
First name of sampler or witnessed by	Aleksey	Last name of sampler or witnessed by	Souglobov
Title of sampler		Telephone number of sampler
Laboratory sample identification	23-1906	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	CTS-65-EHI
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	1
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: 2023-11-07-134

DIME Test ID: 2023-11-07-134-1

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: 2024-02-06

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: Measured

Tester's full name: Aleksey Souglobov

Date of test: 11/07/2023

Identification number: 23-1906

Width of specimen: 6 inch

Width of specimen 2: 6 inch

Width of specimen 3: 6 inch

Depth of specimen: 6 inch

Depth of specimen 2: 6 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: 10707 lb

Maximum load applied 2: 10236 lb

Maximum load applied 3: 10298 lb

Curing history and apparent moisture condition of the specimen: bury

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

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: 940 psi

Modulus of rupture 2: 900 psi

Modulus of rupture 3: 900 psi

Modulus of rupture average: 910 psi

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

Test was verified on 2/6/2024 ✔