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Testing Report for 2021-02-17-6-1

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

Project Information

Project ID: 212571 DEA: 051F7904 EFIS: 0514000061 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-56
Work Description: NOJOQUI CREEK BRIDGE (51-0018 L/R) RAILING UPGRADE
Location Description: IN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R)
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: David Ballentine Structure Rep.: Cafavian, Gary

Sample Information

DIME Sample ID: 2021-02-17-6
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: 02/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/18/2021
The quantity of what the sample constitutes: 11 CY
A brief description of the sample: 6x12 concrete cylinders
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: K3050-300CPx
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 109445
Concrete batch plant:
The fabricator/manufacturer designation for the sample: 20-096 2/17/21
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: Rectangular Girder
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-02-17-6-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/12/2021
Date Tested: 02/18/2021
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:
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/CTM521
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) 3660 psi
Maximum load on cylinder 1 101020 lb
Maximum load on cylinder 2 105650 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 19 hours