Summary for Test 2024-06-29-14-3

Test performed: CTM 524-March 2013

Project Information

Project IdentifiersProject ID: 994966
DEA: 073255U4
EFIS: 0722000129
DIST-CO-RTE-PM07-LA-605-20.2/26
Award Date04/12/2023
Closeout DateNot set
Work DescriptionINDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date06/29/2024 Sample Unique Key14
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 testing06/29/2024
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes10 cubic yards From where was the sample collectedJob Site
First name of sampler or witnessed byJeffrey Last name of sampler or witnessed byDiaz
Title of sampler Telephone number of sampler
Laboratory sample identification24-1682 Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A 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 collected3
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: 2024-06-29-14
DIME Test ID: 2024-06-29-14-3
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2024-08-14

Test Results


Number of specimens: 3
Does the testing machine measure load or stress on the beam specimen?: Stress
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?: Yes
Input Type: Measured
Tester's full name: Jeffrey Diaz
Date of test: 07/09/2024
Identification number: 24-1682
Width of specimen: 6.0625 inch
Width of specimen 2: 6.0625 inch
Width of specimen 3: 6.25 inch
Depth of specimen: 6.0625 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 recording: 650 psi
Maximum recording 2: 675 psi
Maximum recording 3: 650 psi
Correction Factor: 0.97
Correction Factor 2: 0.98
Correction Factor 3: 0.96
Curing history and apparent moisture condition of the specimen: Sand
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: 10 days
Age of specimen in hours: no data
Modulus of rupture: 660 psi
Modulus of rupture 2: 690 psi
Modulus of rupture 3: 660 psi
Modulus of rupture average: 670 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/14/2024