Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214909 DEA: 120N8604 EFIS: 1214000123
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-73-23.7/24.1
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGE & RETAINING WALL; & PLACE HMA.
Location Description: ORANGE COUNTY IN NEWPORT BEACH FROM 0.3 MILE NORTH OF BISON AVENUE TO 0.3 MILE SOUTH OF UNIVERSITY DRIVE
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 26320 LESTER CIRCLE, CORONA CA 92883
Resident Engineer: Jay Joubeen Structure Rep.: Ali Jenabzadeh
DIME Sample ID: 2021-04-21-36
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: 04/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/22/2021
The quantity of what the sample constitutes: Below 1st 100 CY
A brief description of the sample: CIP Concrete
From where was the sample collected: Job Site
Laboratory sample identification: C042121-102
Structure unique identifier:
Structure name: Bent 2 Cap
The fabricator/manufacturer/facility name: Cemex
The concrete mix design number: 1614705
The truck number from where the sample was collected: 10070515
The batch plant ticket number from where the sample was collected: 29593722
Concrete batch plant: Irvine
The fabricator/manufacturer designation for the sample: 1614705
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-04-21-36-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/18/2022
Date Tested: 05/19/2021
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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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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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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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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6200 psi
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Maximum load on cylinder 1
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177560 lb
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Maximum load on cylinder 2
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172700 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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28 days
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Age of specimen in hours
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0 hours
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