DIME - Test Summary

Summary for Test 2023-09-15-83-1

Test performed: ASTM C39-18

Sample Taken Date	09/15/2023	Sample Unique Key	83
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	09/16/2023
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	Erika	Last name of sampler or witnessed by	Estrada
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	National RM Irwindale	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	S63C453T10
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	343870
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Retaining Wall 1703 Station 1705+70.30	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-09-15-83

DIME Test ID: 2023-09-15-83-1

Testing Lab: Sequoia Consultants

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

Test Release Date: 2023-12-22

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Gavin Hernandez

Date of test: 10/13/2023

Average diameter of cylinder 1: 6.01 in

Average diameter of cylinder 2: 6.01 in

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

Maximum load on cylinder 1: 122240 lb

Maximum load on cylinder 2: 121610 lb

Type of fracture pattern of cylinder 1: 3

Type of fracture pattern of cylinder 2: 3

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: 28.37 in^2

Cross sectional area of cylinder 2: 28.37 in^2

Compressive strength (to nearest 10 psi): 4300 psi

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

Test was verified on 12/22/2023 ✔