DIME - Test Summary

Summary for Test 2023-06-15-78-1

Test performed: ASTM C39-18

Project Identifiers	Project ID: 212737 DEA: 060S8304 EFIS: 0615000046
DIST-CO-RTE-PM	06-FRE-5-44.4-45.4
Award Date	05/26/2022
Closeout Date	Not set
Work Description	TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description	IN FRESNO COUNTY AT TUMEY GULCH.
QA Service Level	1 (Verified on 09/25/2018)

Sample Taken Date	06/15/2023	Sample Unique Key	78
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	06/16/2023
Sample type	Quality Control	A brief description of the sample	Structural Concrete
The quantity of what the sample constitutes	2 cylinders	From where was the sample collected	Job Site
First name of sampler or witnessed by	Rickey	Last name of sampler or witnessed by	Guevara
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Don Chapin Los Banos	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	G67534S
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	420428
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	SB I-5 abutments 1&2 RT abutment wall	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-06-15-78

DIME Test ID: 2023-06-15-78-1

Testing Lab: Sequoia Consultants

Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2023-11-20

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Axel Ortega

Date of test: 07/13/2023

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap

Maximum load on cylinder 1: 163840 lb

Maximum load on cylinder 2: 164530 lb

Type of fracture pattern of cylinder 1: 2

Type of fracture pattern of cylinder 2: 2

Comment on any defect in either specimen or caps (Max 250 Characters): no data

Correction factor for cylinder 1: 1

Correction factor for cylinder 2: 1

Age of specimen: 28 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 28.27 in^2

Cross sectional area of cylinder 2: 28.27 in^2

Compressive strength (to nearest 10 psi): 5810 psi

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

Test was verified on 11/20/2023 ✔