Summary for Test 2022-04-01-10-1

Test performed: CTM 524-March 2013

Project Information

Project IdentifiersProject ID: 214524
DEA: 07304504
EFIS: 0714000067
DIST-CO-RTE-PM07-LA-57-R0.0/R4.5
Award Date06/11/2020
Closeout Date04/03/2025
Work DescriptionCONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date04/01/2022 Sample Unique Key10
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 constitutes300 CY From where was the sample collectedJob Site
First name of sampler or witnessed byMarcus Last name of sampler or witnessed byMolina
Title of samplerField Materials Tester Telephone number of sampler19095343477
Laboratory sample identification22-0678 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVanguard at the 57 Freeway Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberHE4X4BM
The truck number from where the sample was collectedLoad 2 The batch plant ticket number from where the sample was collected9831
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: 2022-04-01-10
DIME Test ID: 2022-04-01-10-1
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: 2022-04-11

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: Jeff Diaz
Date of test: 04/04/2022
Identification number: 22-0678
Width of specimen: 6.0625 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6 inch
Depth of specimen 2: 6 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: 10000 lb
Maximum load applied 2: 9780 lb
Maximum load applied 3: 9600 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: 825 psi
Modulus of rupture 2: 815 psi
Modulus of rupture 3: 800 psi
Modulus of rupture average: 810 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/11/2022