Summary for Test 2023-05-11-98-2

Test performed: CTM 523-May 2020

Project Information

Project IdentifiersProject ID: 215220
DEA: 07210624
EFIS: 0719000068
DIST-CO-RTE-PM07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date02/05/2021
Closeout DateNot set
Work DescriptionPLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location DescriptionIN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level1 (Verified on 03/24/2021)

Sample Information

Sample Taken Date05/11/2023 Sample Unique Key98
Date that the sample was received by the laboratory/organization performing the testing05/12/2023 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 byManuel
Last name of sampler or witnessed byUy Title of sampler
Telephone number of sampler Laboratory sample identification23-0592
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
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberLB060008
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected7799144
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: 2023-05-11-98
DIME Test ID: 2023-05-11-98-2
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-06-29

Test Results


Number of specimens: 3
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: Measured
Tester's full name: Nathan Ogbasellasie
Date of test: 06/08/2023
Identification number: 23-0592
Width of specimen: 6.1 inch
Width of specimen 2: 6.1 inch
Width of specimen 3: 6.1 inch
Depth of specimen: 6.1 inch
Depth of specimen 2: 6.0 inch
Depth of specimen 3: 6.1 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 10611 lb
Maximum load applied 2: 9952 lb
Maximum load applied 3: 9656 lb
Curing history and apparent moisture condition of the specimen: 0
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: 0
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Modulus of rupture: 855 psi
Modulus of rupture 2: 815 psi
Modulus of rupture 3: 770 psi
Modulus of rupture average: 815 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/29/2023 ✔