DIME - Test Summary

Summary for Test 2023-02-09-52-1

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	02/09/2023	Sample Unique Key	52
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	02/10/2023
Sample type	Quality Assurance	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	unknown	From where was the sample collected	Job Site
First name of sampler or witnessed by	omar	Last name of sampler or witnessed by	Ahmad
Title of sampler		Telephone number of sampler
Laboratory sample identification	C0149	Linked DIME Sample ID
The fabricator/manufacturer/facility name	unknown	Transportation Laboratory (TL) Number	281105
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	95	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	truck chute	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-02-09-52

DIME Test ID: 2023-02-09-52-1

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: 2023-03-09

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Leif Ayres

Date of test: 03/09/2023

Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

Maximum load on cylinder 1: 174780 lb

Maximum load on cylinder 2: 163820 lb

Type of fracture pattern of cylinder 1: 2

Type of fracture pattern of cylinder 2: 5

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: 28.3 in^2

Cross sectional area of cylinder 2: 28.3 in^2

Compressive strength (to nearest 10 psi): 5990 psi

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

Test was verified on 3/9/2023 ✔