DIME - Test Summary

Summary for Test 2022-07-11-92-7

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	07/11/2022	Sample Unique Key	92
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	07/12/2022
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	Nathan / Zachariah	Last name of sampler or witnessed by	Ogbasellasie / Roush
Title of sampler		Telephone number of sampler
Laboratory sample identification	11JA1, 11JA2, 11JB1, 11JB2	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cemex, Fontana	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	1605762
The truck number from where the sample was collected	10070453	The batch plant ticket number from where the sample was collected	30337418
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Back of Truck	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-07-11-92

DIME Test ID: 2022-07-11-92-7

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: 2022-10-13

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: Ramy Mekail, Kalpesh Patel

Date of test: 08/09/2022

Identification number: 11JB2

Width of specimen: 5.9375 inch

Depth of specimen: 6.0625 inch

Span length of specimen: 18 inch

Maximum load applied: 7420 lb

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

If specimen was capped, ground or if leather shims were used: No

Defects in specimen: No

Age of specimen: 29 days

Modulus of rupture: 640 psi

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

Test was verified on 10/13/2022 ✔