DIME - Test Summary

Summary for Test 2021-05-20-36-4

Test performed: ASTM C39-18

Project Identifiers	Project ID: 214579 DEA: 010B0904 EFIS: 0100020444
DIST-CO-RTE-PM	01-DN-101-8.2/8.7
Award Date	04/21/2020
Closeout Date	Not set
Work Description	Panther Creek & Hunter Creek Bridges
Location Description	DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
QA Service Level	1 (Verified on 03/02/2020)

Sample Taken Date	05/20/2021	Sample Unique Key	36
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	05/21/2021
Sample type	Quality Control	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	15 CY	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Tim	Last name of sampler or witnessed by	Jellinghausen
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	KIE-CON, INC	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	K5110 R1
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	110237
Concrete batch plant		The fabricator/manufacturer designation for the sample	20-020E 5/20/2021
A detailed description of where the material sample was collected	Concrete sample from wheelbarrow	Where the material sample would have been placed if not sampled	End Beam
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-05-20-36

DIME Test ID: 2021-05-20-36-4

Testing Lab: Kie-Con, Incorporated - Antioch

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

Test Release Date: 2021-12-21

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Stephen Haynes

Date of test: 05/21/2021

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: 144670 lb

Maximum load on cylinder 2: 150710 lb

Type of fracture pattern of cylinder 1: 2

Type of fracture pattern of cylinder 2: 1

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: 1 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): 5220 psi

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

Test was verified on 12/21/2021 ✔