DIME - Test Summary

Summary for Test 2021-09-08-4-1

Test performed: CTM 521-June 2020

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	09/08/2021	Sample Unique Key	4
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	09/09/2021
Sample type	Department Acceptance	A brief description of the sample	unknown
The quantity of what the sample constitutes	unkown	From where was the sample collected	Job Site
First name of sampler or witnessed by	Rasheed	Last name of sampler or witnessed by	Rasheed
Title of sampler		Telephone number of sampler
Laboratory sample identification	C0111	Linked DIME Sample ID
The fabricator/manufacturer/facility name	unknown	Transportation Laboratory (TL) Number	010522
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	unknown
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	unknown
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	unknown	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-09-08-4

DIME Test ID: 2021-09-08-4-1

Testing Lab: CT D01 - District 1 Materials Laboratory

Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders

Test Release Date: 2021-10-12

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Shawn Tauscher

Date of test: 09/22/2021

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

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

Maximum load on cylinder 1: 178390 lb

Maximum load on cylinder 2: 171330 lb

Type of fracture pattern of cylinder 1: 1

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: 14 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 28.3 in^2

Cross sectional area of cylinder 2: 28.3 in^2

Compressive strength (to nearest 10 psi): 6180 psi

General comments (publicly viewable) (Max 1000 characters): 14 day break

Test was verified on 10/12/2021 ✔