DIME - Test Summary

Summary for Test 2021-11-16-27-6

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	11/16/2021	Sample Unique Key	27
Date that the sample was received by the laboratory/organization performing the testing	11/17/2021	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 / Harrison
Last name of sampler or witnessed by	Ogbasellaise / Kain	Title of sampler
Telephone number of sampler		Laboratory sample identification	5JA1, 5JA2, 5JB1, 5JB2
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
Bid Item	Not set

Material Type	Concrete	The concrete mix design number	1605762
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	TTI
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	On Job Site at Concrete Truck	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-11-16-27

DIME Test ID: 2021-11-16-27-6

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: 2021-12-15

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. Warde, M. Haque

Date of test: 12/14/2021

Identification number: 5JB1

Width of specimen: 5.875 inch

Depth of specimen: 5.9375 inch

Span length of specimen: 18 inch

Maximum load applied: 6955 lb

Curing history and apparent moisture condition of the specimen: moist curing room

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

Defects in specimen: no

Age of specimen: 28 days

Modulus of rupture: 640 psi

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

Test was verified on 12/15/2021 ✔