Sample Record for 2017-10-24-27
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209187 DEA: 04235624 EFIS: 0400000678 COOP: 042583
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL,SM-101-52.0/52.6,0.0/0.6
Work Description: BRIDGE REPLACEMENT
Location Description: SANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING
Contractor Name: GHILOTTI BROS / RM HARRIS JV
Contractor Address: 525 JACOBY STREET, SAN RAFAEL CA 94901
Resident Engineer: Fernando Abela Structure Rep.: Yannaing Tun
Sample Information
DIME Sample ID: 2017-10-24-27
TL Number from the TL Form: Unknown
Sample Submitted By Organization: Twining, Incorporated - Sacramento
Sample Organization Contact: 916-649-9000
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/24/2017
Date that the sample was received by the laboratory/organization performing the testing: 10/25/2017
The quantity of what the sample constitutes: 4 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Central Concrete
Material Information
The concrete mix design number: D101C5E1
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 18510654
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: W. Bayshore Rd Set 2
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2017-10-24-27-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 02/23/2018
Date Tested: 10/31/2017
Submitted By Organization: Twining, Incorporated - Sacramento
Organization Address: 1572 Santa Ana Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95838
Organization Email: tcarter@twininginc.com
Organization Phone: 916-649-9000
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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1
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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/CTM521
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Compressive strength of cylinder (to nearest 10 psi)
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3780 psi
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Average diameter of cylinder 1
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6.00 in
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Maximum load on cylinder 1
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106970 lb
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Type of fracture pattern of cylinder 1
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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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Age of specimen
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7 days
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Test 2 of 2
DIME Test ID: 2017-10-24-27-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 02/23/2018
Date Tested: 11/21/2017
Submitted By Organization: Twining, Incorporated - Sacramento
Organization Address: 1572 Santa Ana Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95838
Organization Email: tcarter@twininginc.com
Organization Phone: 916-649-9000
General Comments for this Test:
Test Result Compliance: complies
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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Cross sectional area of cylinder 1
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28.37 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Capped in accordance with?
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ASTM C617/CTM521
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Compressive strength (to nearest 10 psi)
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6150 psi
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Average diameter of cylinder 1
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6.01 in
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Average diameter of cylinder 2
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6.01 in
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Maximum load on cylinder 1
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175890 lb
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Maximum load on cylinder 2
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173070 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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