DIME - Test Summary

Summary for Test 2021-09-02-30-1

Test performed: CTM 523-May 2020

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	09/02/2021	Sample Unique Key	30
Date that the sample was received by the laboratory/organization performing the testing	09/03/2021	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	James / Kevin
Last name of sampler or witnessed by	Burton / Oluoha	Title of sampler
Telephone number of sampler		Laboratory sample identification	1JA1, 1JA2, 1JB1, 1JB2
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: 2021-09-02-30

DIME Test ID: 2021-09-02-30-1

Testing Lab: CT D08 - Fontana Field Testing Laboratory

Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete

Test Release Date: 2021-09-13

Number of specimens:

Unit system used?: US Units

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

Is a beam dimensional correction factor used?: No

Input Type: Calculated

Tester's full name: k. Talati, R. Osorio

Date of test: 09/12/2021

Identification number: 1JA1

Width of specimen: 5.9 inch

Depth of specimen: 6.0 inch

Span length of specimen: 18 inch

Maximum load applied: 6720 lb

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

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

Defects in specimen: None

Age of specimen: 10 days

Age of specimen in hours: no data

Modulus of rupture: 590 psi

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

Test was verified on 9/13/2021 ✔