Summary for Test 2022-04-02-3-1

Test performed: CTM 524-March 2013

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
Award DateNot set
Closeout DateNot set
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date04/02/2022 Sample Unique Key3
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 testing04/02/2022
Sample typeQuality Assurance A brief description of the sampleA set of 3 ISR-RSC Beams
The quantity of what the sample constitutes100 CY From where was the sample collectedJob Site
First name of sampler or witnessed byAli Last name of sampler or witnessed byRehman
Title of samplerField Materials Tester Telephone number of sampler7148753445
Laboratory sample identification22-0671 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShort Load Concrete Inc 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 numberCTS-65-EHI
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConcrete from wheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-04-02-3
DIME Test ID: 2022-04-02-3-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2022-04-06

Test Results

Number of specimens: 3
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
Fracture occurred at a capped section: No
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: Edmond Jabbour
Date of test: 04/05/2022
Identification number: 22-0671
Width of specimen: 6.0625 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6.125 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 10030 lb
Maximum load applied 2: 9310 lb
Maximum load applied 3: 9680 lb
Curing history and apparent moisture condition of the specimen: Sand Pit and Lime Bath
If specimen was capped, ground or if leather shims were used: No
Defects in specimen, including numbers of beams discarded during test: No
Age of specimen: 3 days
Age of specimen in hours: no data
Modulus of rupture: 810 psi
Modulus of rupture 2: 760 psi
Modulus of rupture 3: 790 psi
Modulus of rupture average: 790 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/6/2022