Summary for Test 2022-01-25-48-1

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 Date01/25/2022 Sample Unique Key48
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 testing01/26/2022
Sample typeQuality Assurance A brief description of the sampleA set of 2 CRCP concrete beam test specimens
The quantity of what the sample constitutes800 CY From where was the sample collectedJob Site
First name of sampler or witnessed byDominic Last name of sampler or witnessed byMontemayor
Title of samplerField Materials Tester Telephone number of sampler19517643140
Laboratory sample identification22-0117 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 number57030SL
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plantVanguard at 57 Freeway 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: 2022-01-25-48
DIME Test ID: 2022-01-25-48-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2022-02-22

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: Dominic Montemayor
Date of test: 02/22/2022
Identification number: 22-0117
Width of specimen: 6.1 inch
Width of specimen 2: 6.1 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: 7020 lb
Maximum load applied 2: 7080 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: No
Age of specimen: 28 days
Age of specimen in hours: no data
Modulus of rupture: 580 psi
Modulus of rupture 2: 585 psi
Modulus of rupture average: 585 psi
General comments (publicly viewable) (Max 1000 characters): CRCP: NB 57 #2 & #3 Lane - STA: 196+00 to 256+20.

Test was verified on 2/22/2022