Summary for Test 2023-03-17-35-5

Test performed: CTM 523-July 2012

Project Information

Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
Permit Numbers: 0823NMC0369
Award Date03/11/2020
Closeout Date06/05/2024
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
QA Service Level1 (Verified on 09/16/2020)

Sample Information

Sample Taken Date03/17/2023 Sample Unique Key35
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 testing03/18/2023
Sample typeDepartment Acceptance A brief description of the sampleConcrete beams
The quantity of what the sample constitutes4 Beams From where was the sample collectedJob Site
First name of sampler or witnessed byRamy Mekail & Last name of sampler or witnessed byMaryanna Landaverde
Title of sampler Telephone number of sampler
Laboratory sample identification6J02A1,6J02A2,6J02B1,6J02B2 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex, Fontana Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number1625994
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected8
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedback of concrete truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-03-17-35
DIME Test ID: 2023-03-17-35-5
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: 2023-03-27

Test Results

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: R. Mekail / R. Jarquin
Date of test: 03/24/2023
Identification number: 6J02A2
Width of specimen: 6.0625 inch
Depth of specimen: 6.125 inch
Span length of specimen: 18 inch
Maximum load applied: 6805 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: 7 days
Modulus of rupture: 570 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/27/2023