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Testing Report for 2021-08-06-34-3

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

Project Information

DEA: 081F7304
EFIS: 0815000034
Project ID: 214663
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-2.7
Work Description: REPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA.
Location Description: SAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Roberto Castro
Structure Rep.: Sylvia Stracner

Sample Information

DIME Sample ID: 2021-08-06-34
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: 8/6/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/7/2021
The quantity of what the sample constitutes: 4 cy
A brief description of the sample: 6 x 12 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: CTP70-V81
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 111547
Concrete batch plant:
The fabricator/manufacturer designation for the sample: L5N 8/6/2021
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: Piling
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-08-06-34-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 8/21/2021
Verified Date: 9/13/2021
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: 1
Test performed: With no density determined
Average diameter of cylinder 1: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Compressive strength of cylinder (to nearest 10 psi): 7720 psi
Maximum load on cylinder 1: 218140 lb
Type of fracture pattern of cylinder 1: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 15 days
Age of specimen in hours: no data