DIME - Test Summary

Summary for Test 2023-02-02-39-1

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	02/02/2023	Sample Unique Key	39
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	02/13/2023
Sample type	Quality Assurance	A brief description of the sample	A set of 2 CRCP Beams
The quantity of what the sample constitutes	500 CY	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	231
The truck number from where the sample was collected	1982	The batch plant ticket number from where the sample was collected	11881
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: 2023-02-02-39

DIME Test ID: 2023-02-02-39-1

Testing Lab: CT D05 - Carpinteria Field Laboratory

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

Test Release Date: 2023-02-14

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: Tom Cromwell

Date of test: 02/13/2023

Identification number: 020223

Width of specimen: 6.05 inch

Width of specimen 2: 6.05 inch

Depth of specimen: 6.00 inch

Depth of specimen 2: 6.05 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Maximum load applied: 7230 lb

Maximum load applied 2: 6940 lb

Correction Factor: 1

Correction Factor 2: 1

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: 10 days

Age of specimen in hours: no data

Modulus of rupture: 600 psi

Modulus of rupture 2: 565 psi

Modulus of rupture average: 585 psi

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

Test was verified on 2/14/2023 ✔