DIME - Test Summary

Summary for Test 2025-12-01-23-4

Test performed: CTM 523-May 2020

Project Identifiers	Project ID: 994864 DEA: 050N74U4 EFIS: 0522000025
DIST-CO-RTE-PM	05-SB-101-9.9/10.6
Award Date	07/10/2023
Closeout Date	Not set
Work Description	SB 101 4D North San Ysidro to Olive Mill
Location Description	In Santa Barbara County in and near Santa Barbara from 0.1 mile south of San Ysidro Road Overcrossing to 0.1 north of Olive Mill Road Overcrossing
QA Service Level	1 (Verified on 08/21/2023)

Sample Taken Date	12/01/2025	Sample Unique Key	23
Date that the sample was received by the laboratory/organization performing the testing	12/01/2025	Sample type	Quality Assurance
A brief description of the sample	1 x 4 PCC Aggregates	The quantity of what the sample constitutes	350 CY
From where was the sample collected	Supplier	First name of sampler or witnessed by	jesse
Last name of sampler or witnessed by	Gomez	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Granite Padaro Plant
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Concrete	The concrete mix design number	386
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	18351
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Discharge from concrete truck into wheelbarrow.	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2025-12-01-23

DIME Test ID: 2025-12-01-23-4

Testing Lab: CT D05 - Carpinteria Field Laboratory

Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete

Test Release Date: 2026-01-06

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?: Yes

Input Type: Measured

Tester's full name: Eduardo Gomez

Date of test: 12/11/2025

Identification number: 0

Width of specimen: 6.0 inch

Width of specimen 2: 6.1 inch

Depth of specimen: 6.0 inch

Depth of specimen 2: 6.1 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Maximum load applied: 8070 lb

Maximum load applied 2: 7740 lb

Correction Factor: 1

Correction Factor 2: 1

Curing history and apparent moisture condition of the specimen: Water Bath

If specimen was capped, ground or if leather shims were used: Leather Shims

Defects in specimen: 0

Age of specimen: 10 days

Age of specimen in hours: 0 hours

Modulus of rupture: 675 psi

Modulus of rupture 2: 630 psi

Modulus of rupture average: 655 psi

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/6/2026 ✔