Sample Record for 2021-06-26-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214355 DEA: 120K0214 EFIS: 1214000096
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-12.4/14.5
Work Description: South County Improvement Project (Phase 1 - Avery/Crown Valley) PLACE HMA, INSTALL CONC PAVEMENT, RETAIN WALL, MODIFY ELECT SYS. | Add one lane btwn 73 & Oso PKWY
Location Description: ORANGE COUNTY IN SAN JUAN CAPISTRANO, LAGUNA HILLS, LAGUNA NIGUEL AND MISSION VIEJO FROM 0.5 MILE SOUTH OF AVERY PARKWAY UNDERCROSSING TO 0.8 MILE NORTH OF CROWN VALLEY PARKWAY OVERCROSSING
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 Cushing, Suite 200, Irvine, CA 92618
Resident Engineer: Artin Merati Structure Rep.: Imad Karam
Sample Information
DIME Sample ID: 2021-06-26-8
TL Number from the TL Form:
Sample Submitted By Organization: Sequoia Consultants
Sample Organization Contact: (714) 974-6316
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/26/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2021
The quantity of what the sample constitutes: 100 CYDS
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: C062621-101
Structure unique identifier:
Structure name: Avery Parkway Bridge Diaphragms
The fabricator/manufacturer/facility name: Cemex San Juan Capistrano
Material Information
The concrete mix design number: 1614705
The truck number from where the sample was collected: 10067286
The batch plant ticket number from where the sample was collected: 29715160
Concrete batch plant: Cemex San Juan Capistrano
The fabricator/manufacturer designation for the sample: Mix
A detailed description of where the material sample was collected: Discharge chute from back of truck
Where the material sample would have been placed if not sampled: Diaphragms
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2021-06-26-8-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/05/2021
Date Tested: 07/03/2021
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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2
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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5200 psi
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Maximum load on cylinder 1
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149830 lb
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Maximum load on cylinder 2
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144010 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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7 days
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Age of specimen in hours
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no data0 hours
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