Summary for Test 2026-09-29-2-1

Test performed: CTM 523-May 2020

Project Information

Project IdentifiersProject ID: 1001281
DEA: 11430234
EFIS: 1118000029
DIST-CO-RTE-PM11-SD-805-0.1/14.6
Award DateNot set
Closeout DateNot set
Work DescriptionREPLACE CONC PVMT, CONSTRUCT AUX LANE & BIKE TRAIL, ELECT, & LANDSCAPE
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO, CHULA VISTA AND NATIONAL CITY FROM 0.3 MILE SOUTH OF ROUTE 805/5 SEPARATION TO ROUTE 805/15 SEPARATION
QA Service Level1 (Verified on 06/09/2025)

Sample Information

Sample Taken Date09/29/2026 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing05/18/2026 Sample typeQuality Assurance
A brief description of the sampleField Sample The quantity of what the sample constitutesField Sample
From where was the sample collectedSource First name of sampler or witnessed byFrancisco
Last name of sampler or witnessed byRuvalcaba Title of sampler
Telephone number of sampler Laboratory sample identificationBid Item 144
Linked DIME Sample ID The fabricator/manufacturer/facility nameVolumetric Truck
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 numberCTS-65-EHI
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected1
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedField Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2026-09-29-2
DIME Test ID: 2026-09-29-2-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2026-10-06

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: Mohammad Abbassi
Date of test: 10/02/2026
Identification number: 2026-09-29-2
Width of specimen: 6.0 inch
Width of specimen 2: 6.0 inch
Width of specimen 3: 6.0 inch
Depth of specimen: 6.0 inch
Depth of specimen 2: 6.0 inch
Depth of specimen 3: 6.0 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7904 lb
Maximum load applied 2: 7201 lb
Maximum load applied 3: 7679 lb
Curing history and apparent moisture condition of the specimen: 100
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: 0
Age of specimen: 3 days
Age of specimen in hours: 0 hours
Modulus of rupture: 660 psi
Modulus of rupture 2: 600 psi
Modulus of rupture 3: 640 psi
Modulus of rupture average: 635 psi
General comments (publicly viewable) (Max 1000 characters): 3 Day - Target 600 psi, complies

Test was verified on 10/6/2026 ✔