Summary for Test 2022-10-13-60-1

Test performed: CTM 523-May 2020

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 Date10/13/2022 Sample Unique Key60
Date that the sample was received by the laboratory/organization performing the testing10/14/2022 Sample typeQuality Assurance
A brief description of the sampleJPCP beams The quantity of what the sample constitutes10 Cubic Yards
From where was the sample collectedJob Site First name of sampler or witnessed byFernando
Last name of sampler or witnessed byCarranza Title of sampler
Telephone number of sampler Laboratory sample identification22-2745
Linked DIME Sample ID The fabricator/manufacturer/facility nameVangurad Batch Plant-SB-57
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 number57030SL
The truck number from where the sample was collected1991 The batch plant ticket number from where the sample was collected12363
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedWheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-10-13-60
DIME Test ID: 2022-10-13-60-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2022-11-15

Test Results


Number of specimens: 2
Unit system used?: US Units
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
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: Nathan Ogbasellasie
Date of test: 11/10/2022
Identification number: 22-2745
Width of specimen: 6.0 inch
Width of specimen 2: 6.0 inch
Depth of specimen: 6.0 inch
Depth of specimen 2: 6.0 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 8390 lb
Maximum load applied 2: 8151 lb
Curing history and apparent moisture condition of the specimen: Soaked in Water Bath
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: None
Age of specimen: 28 days
Age of specimen in hours: no data
Modulus of rupture: 705 psi
Modulus of rupture 2: 680 psi
Modulus of rupture average: 695 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/15/2022 ✔