DIME - Test Summary

Summary for Test 2023-05-09-123-5

Test performed: CTM 523-May 2020

Project Identifiers	Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169
DIST-CO-RTE-PM	05-SB-101-4.4/R7.7
Award Date	03/01/2021
Closeout Date	Not set
Work Description	Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description	101 freeway in Summerland, CA
QA Service Level	1 (Verified on 05/06/2021)

Sample Taken Date	05/09/2023	Sample Unique Key	123
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 testing	06/21/2023
Sample type	Department Acceptance	A brief description of the sample	Concrete beams
The quantity of what the sample constitutes	450 yards	From where was the sample collected	Supplier
First name of sampler or witnessed by	Dorell	Last name of sampler or witnessed by	Harper
Title of sampler		Telephone number of sampler	6692889248
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granites Portable Plant	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	231R
The truck number from where the sample was collected	1987	The batch plant ticket number from where the sample was collected	12400
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: 2023-05-09-123

DIME Test ID: 2023-05-09-123-5

Testing Lab: CT D05 - Carpinteria Field Laboratory

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

Test Release Date: 2023-07-19

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: Jesse Gomez

Date of test: 05/22/2023

Identification number: 0

Width of specimen: 6 inch

Width of specimen 2: 6.05 inch

Depth of specimen: 6.05 inch

Depth of specimen 2: 6.05 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Maximum load applied: 7050 lb

Maximum load applied 2: 7160 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: Shims

Defects in specimen: 0

Age of specimen: 13.5 days

Age of specimen in hours: 0 hours

Modulus of rupture: 580 psi

Modulus of rupture 2: 580 psi

Modulus of rupture average: 580 psi

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

Test was verified on 7/19/2023 ✔