DIME - Test Summary

Summary for Test 2025-11-05-77-3

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 1001169 DEA: 07314524 EFIS: 0722000300 COOP: 075283
DIST-CO-RTE-PM	07---
Award Date	07/03/2023
Closeout Date	Not set
Work Description	I-105 METRO Express Lanes Project
Location Description	LA-105 PM R0.6/R10.1, LA-110 PM R14.1/R16.6
QA Service Level	2 (Verified on 04/11/2025)

Sample Taken Date	11/05/2025	Sample Unique Key	77
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	11/05/2025
Sample type	Quality Assurance	A brief description of the sample	ISR 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	materials Tester	Telephone number of sampler	7075835090
Laboratory sample identification	110425-ISR-001	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	FID-0605-1
The truck number from where the sample was collected	Truck or Ticket 21	The batch plant ticket number from where the sample was collected	Load 3
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Jobsite	Where the material sample would have been placed if not sampled	Jobsite
From Lot No.		Bag Lot No.

DIME Sample ID: 2025-11-05-77

DIME Test ID: 2025-11-05-77-3

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: 2025-11-19

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: 11/08/2025

Identification number: 110425-ISR-001

Width of specimen: 6.0625 inch

Width of specimen 2: 6.0625 inch

Width of specimen 3: 5.9375 inch

Depth of specimen: 6.0625 inch

Depth of specimen 2: 6.0625 inch

Depth of specimen 3: 5.9375 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 9642 lb

Maximum load applied 2: 9325 lb

Maximum load applied 3: 9276 lb

Curing history and apparent moisture condition of the specimen: Sand

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: 820 psi

Modulus of rupture 2: 790 psi

Modulus of rupture 3: 840 psi

Modulus of rupture average: 820 psi

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

Test was verified on 11/19/2025 ✔