Sample Record for 2022-09-08-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993150 DEA: 051G9704 EFIS: 0516000008
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-135-11.7/17.8
Work Description: COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS.
Location Description: SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E. Donovan, Santa Maria, Ca 93454
Resident Engineer: Thomas Petersen Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2022-09-08-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 09/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2022
The quantity of what the sample constitutes: 10.5 Cy
A brief description of the sample: Class 2 Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland/Donaven
Material Information
The concrete mix design number: 590GN1010
The truck number from where the sample was collected: load 1
The batch plant ticket number from where the sample was collected: 1735273
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Dischard fron concrete truck into wheelbarrow.
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: 2022-09-08-3-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93454
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone:
This test has been superseded on 10/10/2022. The corrected test ID is: 2022-09-08-3-3
Reason: corrected
Test 2 of 3
DIME Test ID: 2022-09-08-3-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 09/22/2022
Date Tested: 08/18/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 3 of 3
DIME Test ID: 2022-09-08-3-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/01/2022
Date Tested: 10/07/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: Complies, AVG 3 cylinders. Cylinder #3 3880 psi
The test was superseded from test ID: 2022-09-08-3-1
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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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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4.03 in
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Average diameter of cylinder 2
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4.01 in
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Cross sectional area of cylinder 1
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12.76 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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3920 psi
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Maximum load on cylinder 1
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50604 lb
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Maximum load on cylinder 2
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48985 lb
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Compressive strength of cylinder 1
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3965.8 psi
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Type of fracture pattern of cylinder 1
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6
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Compressive strength of cylinder 2
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3878.5 psi
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Type of fracture pattern of cylinder 2
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2
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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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672 hours
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