DIME - Test Summary

Summary for Test 2022-09-13-49-3

Test performed: CTM 523-July 2012

Project Identifiers	Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 Permit Numbers: 0823NMC0369
DIST-CO-RTE-PM	08-RIV-I-15,SR-91-6.1-7.6
Award Date	03/11/2020
Closeout Date	06/05/2024
Work Description	I-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location Description	Junction of I-15 and SR-91 in Corona, CA
QA Service Level	1 (Verified on 09/16/2020)

Sample Taken Date	09/13/2022	Sample Unique Key	49
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	09/14/2022
Sample type	Department Acceptance	A brief description of the sample	Concrete beams
The quantity of what the sample constitutes	4 Beams	From where was the sample collected	Job Site
First name of sampler or witnessed by	Eduardo / Ruben	Last name of sampler or witnessed by	Gomez / Lopez
Title of sampler		Telephone number of sampler
Laboratory sample identification	2J02A1, 2J02A2, 2J02B1, 2J02B2	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cemex, Corona	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	1625994
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	30435014
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	back of concrete truck	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-09-13-49

DIME Test ID: 2022-09-13-49-3

Testing Lab: CT D08 - Fontana Field Testing Laboratory

Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete

Test Release Date: 2022-10-19

What test method is being used?: Third-Point Loading

Fracture initiates in the tension surface: Within the Middle Third of the Span Length

Lab procedure used: Method B

Input Type: Calculated

Tester's full name: M. Haque, M. Landaverde

Date of test: 10/11/2022

Identification number: 2J02B1

Width of specimen: 6.0625 inch

Depth of specimen: 6 inch

Span length of specimen: 18 inch

Maximum load applied: 8470 lb

Curing history and apparent moisture condition of the specimen: Curing room, Moist

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

Defects in specimen: No

Age of specimen: 28 days

Modulus of rupture: 730 psi

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

Test was verified on 10/19/2022 ✔