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Testing Report for 2021-07-08-29-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 010B0904
EFIS: 0100020444
Project ID: 214579
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-8.2/8.7
Work Description: BRIDGE REPLACEMENT
Location Description: DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Ryan Dunne
Structure Rep.: Bryan Keene

Sample Information

DIME Sample ID: 2021-07-08-29
TL Number from the TL Form:
Sample Submitted By Organization: Kie-Con, Inc.
Sample Organization Contact: (925) 754-9494
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 7/8/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/9/2021
The quantity of what the sample constitutes: 7 CY
A brief description of the sample: 6 X 12 Concrete Cylinder
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KIE-CON, INC

Material Information

The concrete mix design number: K4200 CP1A
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 110992
Concrete batch plant:
The fabricator/manufacturer designation for the sample: 20-020B 7/8/2021
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: Abutment Cap
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-07-08-29-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 7/9/2021
Verified Date: 7/19/2021
Submitted By Organization: Kie-Con, Inc.
Organization Address: 3550 Wilbur Ave,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: estuardo.ramirez@kiecon.com
Organization Phone: (925) 754-9494
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
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
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): 4400 psi
Maximum load on cylinder 1: 127100 lb
Maximum load on cylinder 2: 121730 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: 1 days
Age of specimen in hours: 22 hours