Summary for Test 2022-06-11-16-2

Test performed: CTM 523-July 2012

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date06/11/2022 Sample Unique Key16
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 testing06/12/2022
Sample typeQuality Assurance A brief description of the samplecast concrete beams
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byjulian Last name of sampler or witnessed byCarmora
Title of samplerC3 Telephone number of sampler
Laboratory sample identificationset 11J A B Linked DIME Sample ID
The fabricator/manufacturer/facility nameLANEsecurity paving 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 numberG3-21-PRS-238
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedat I -15SB AND 10WB
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedAT THE JOBSITE Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-06-11-16
DIME Test ID: 2022-06-11-16-2
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Test Release Date: 2022-06-22

Test Results

What test method is being used?: Center-Point Loading
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Lab procedure used: Method A
Input Type: Calculated
Tester's full name: Julius E/ANH
Date of test: 06/21/2022
Identification number: set 11J (C)
Width of specimen: 59690 inch
Depth of specimen: 6.0842 inch
Span length of specimen: 18 inch
Maximum load applied: 6570 lb
Curing history and apparent moisture condition of the specimen: CURING ROOM
If specimen was capped, ground or if leather shims were used: NO
Defects in specimen: NO
Age of specimen: 10 days
Modulus of rupture: 540 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/22/2022