DIME - Test Summary

Summary for Test 2024-02-29-71-3

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 994396 DEA: 07330304 EFIS: 0716000213
DIST-CO-RTE-PM	07-LA-10-22.0/30.8
Award Date	10/09/2023
Closeout Date	09/25/2025
Work Description	CONSTRUCT CONCRETE BARRIER AND STRUCTURAL CONCRETE BARRIER SLAB.
Location Description	LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.6 MILE EAST OF ROUTE 710/10 SEPARATION TO 0.3 MILE WEST OF ROUTE 10/605 SEPARATION
QA Service Level	1 (Verified on 07/24/2023)

Sample Taken Date	02/29/2024	Sample Unique Key	71
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	02/29/2024
Sample type	Quality Control	A brief description of the sample	10 cylinders, 6 beams
The quantity of what the sample constitutes	4 cylinders	From where was the sample collected	Job Site
First name of sampler or witnessed by	Paul	Last name of sampler or witnessed by	Pastora
Title of sampler	QC Technician	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Short Load Concrete	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	Slab	Bid Item	Not set

Material Type	Concrete	The concrete mix design number	CTS-72-EHI / 1200psi @ 2hrs
The truck number from where the sample was collected	8	The batch plant ticket number from where the sample was collected	NI
Concrete batch plant	Short Load Concrete	The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Rte10 at Del Mar Ave. On-Ramp, Onsite Trial Slab	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2024-02-29-71

DIME Test ID: 2024-02-29-71-3

Testing Lab: RMA Group - Rancho Cucamonga

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

Test Release Date: 2025-07-29

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: Paul Pastora

Date of test: 02/29/2024

Identification number: Set 1

Width of specimen: 6 inch

Width of specimen 2: 6 inch

Width of specimen 3: 6 inch

Depth of specimen: 5.9375 inch

Depth of specimen 2: 6.0625 inch

Depth of specimen 3: 6.0625 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 5290 lb

Maximum load applied 2: 5160 lb

Maximum load applied 3: 5740 lb

Curing history and apparent moisture condition of the specimen: 470

If specimen was capped, ground or if leather shims were used: None

Defects in specimen, including numbers of beams discarded during test: No

Age of specimen: 0 days

Age of specimen in hours: 1.5 hours

Modulus of rupture: 470 psi

Modulus of rupture 2: 450 psi

Modulus of rupture 3: 500 psi

Modulus of rupture average: 470 psi

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

Test was verified on 7/29/2025 ✔