Sample Record for 2021-10-27-27
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-7.3/9.6
Work Description: !!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar,
Location Description: SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: PO Box 6744, Santa Barbara , CA 93111
Resident Engineer: Luobao Cai Structure Rep.: Emiliano Berntsen
Sample Information
DIME Sample ID: 2021-10-27-27
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: 10/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/24/2021
The quantity of what the sample constitutes: 4 cylinders
A brief description of the sample: CT 7.18 C+F 25% 1"/PGUHR 4P00 n
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hanson Goleta
Material Information
The concrete mix design number: 725A1Z0P
The truck number from where the sample was collected: 545D
The batch plant ticket number from where the sample was collected: 550613
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: SB Hwy 101 Summerland Pile 157
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2021-10-27-27-1
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/29/2021
Date Tested: 11/24/2021
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:
|
Number of specimens
|
2
|
|
Average Compressive Strength (to nearest 10)
|
5520 lb/in^2
|
|
Cylinder Age
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28 days
|
|
Break Description of Cylinder 1 (if not 'cone')
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3
|
|
Break Description of Cylinder 2 (if not 'cone')
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3
|
Test 2 of 3
DIME Test ID: 2021-10-27-27-2
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/29/2021
Date Tested: 11/24/2021
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:
|
Number of specimens
|
2
|
|
Average Compressive Strength (to nearest 10)
|
5520 lb/in^2
|
|
Cylinder Age
|
28 days
|
|
Break Description of Cylinder 1 (if not 'cone')
|
3
|
|
Break Description of Cylinder 2 (if not 'cone')
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3
|
Test 3 of 3
DIME Test ID: 2021-10-27-27-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/29/2021
Date Tested: 11/24/2021
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
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2
|
|
Test performed
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With no density determined
|
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
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6.00 in
|
|
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
|
|
Cross sectional area of cylinder 2
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28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
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4930 psi
|
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Maximum load on cylinder 1
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138970 lb
|
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Maximum load on cylinder 2
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139760 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
|
|
Age of specimen in hours
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0 hours
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