Test 2021-09-02-30-1 (CTM 523-May 2020) Summary

Project Information
Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
DIST-CO-RTE-PM08-RIV-I-15,SR-91-6.1-7.6
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
Sample Information
Sample Taken Date9/2/2021 Sample Unique Key30
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 testing9/3/2021
Sample typeAcceptance 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 byJames / Kevin Last name of sampler or witnessed byBurton / Oluoha
Title of sampler Laboratory sample identification1JA1, 1JA2, 1JB1, 1JB2
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 number1605762
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedTTI
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedOn Job Site at Concrete Truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
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
Test Results

Number of specimens:
Unit system used?: US Units
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Input Type: Calculated
Tester's full name: k. Talati, R. Osorio
Date of test: 09/12/2021
Identification number: 1JA1
Width of specimen: 5.9375 inch
Depth of specimen: 6 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
Modulus of rupture: 590 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/13/2021