Summary for Test 2022-06-01-31-1

Test performed: CTM 524-March 2013

Project Information

Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Award Date11/29/2012
Closeout Date07/31/2023
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
QA Service Level1 (Verified on 10/08/2012)

Sample Information

Sample Taken Date06/01/2022 Sample Unique Key31
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 testing06/02/2022
Sample typeAcceptance A brief description of the sample6x6x21 beams
The quantity of what the sample constitutes130 CY From where was the sample collectedJob Site
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byNA
Title of samplerG3 Material tester Telephone number of sampler
Laboratory sample identification22-1291 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSecurity Paving Transportation Laboratory (TL) NumberNA
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberCTS-1-14
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedNA
Concrete batch plantSecurity Paving The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedtruck chute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-06-01-31
DIME Test ID: 2022-06-01-31-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2022-06-09

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: Measured
Tester's full name: Robert Achuela
Date of test: 06/08/2022
Identification number: NA
Width of specimen: 6.0625 inch
Width of specimen 2: 5.9375 inch
Width of specimen 3: 6 inch
Depth of specimen: 6 inch
Depth of specimen 2: 6 inch
Depth of specimen 3: 5.9375 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8475 lb
Maximum load applied 2: 8580 lb
Maximum load applied 3: 8670 lb
Curing history and apparent moisture condition of the specimen: 75 F saturated condition
If specimen was capped, ground or if leather shims were used: No
Defects in specimen, including numbers of beams discarded during test: None
Age of specimen: 7 days
Age of specimen in hours: no data
Modulus of rupture: 730 psi
Modulus of rupture 2: 760 psi
Modulus of rupture 3: 770 psi
Modulus of rupture average: 750 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/9/2022