Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214697 DEA: 07307104 EFIS: 0714000213
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-32.8
Work Description: CONSTRUCT BRIDGE.
Location Description: LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
Contractor Name: CA Rasmussen
Contractor Address: 28548 LIVINGSTON AVENUE, VALENICA CA 91355
Resident Engineer: Sam Toutounchian Structure Rep.: Darwin Vargas
DIME Sample ID: 2023-02-22-36
TL Number from the TL Form:
Sample Submitted By Organization: Coreslab
Sample Organization Contact: 951-943-9119
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 02/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/23/2023
The quantity of what the sample constitutes: 28 CY
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification: 101
Structure unique identifier: 53-3104
Structure name: Liberty Canyon Wildlife Over Crossing
The fabricator/manufacturer/facility name: Coreslab Structures L.A., Inc.
The concrete mix design number: 2251-1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 87701 and 87702
Concrete batch plant:
The fabricator/manufacturer designation for the sample: 101
A detailed description of where the material sample was collected: Bed 9 from Front Discharge Ready Mix Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-02-22-36-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 02/28/2023
Date Tested: 02/22/2023
Submitted By Organization: Coreslab
Organization Address: 150 W. Placentia Ave,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: rwells@coreslab.com
Organization Phone: (951) 943-9119
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2023-02-22-36-2
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 02/28/2023
Date Tested: 02/22/2023
Submitted By Organization: Coreslab
Organization Address: 150 W. Placentia Ave,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: rwells@coreslab.com
Organization Phone: (951) 943-9119
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Identification of concrete represented by the sample
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2251 1
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Volume of the measure
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0.249 ft^3
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Density of concrete
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149.8 lb/ft^3
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Yield of concrete
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no data
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Relative yield of the batch
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no data
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Cement content
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no data
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Air content
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no data
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DIME Test ID: 2023-02-22-36-3
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 02/28/2023
Date Tested: 02/22/2023
Submitted By Organization: Coreslab
Organization Address: 150 W. Placentia Ave,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: rwells@coreslab.com
Organization Phone: (951) 943-9119
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2023-02-22-36-4
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 02/28/2023
Date Tested: 02/22/2023
Submitted By Organization: Coreslab
Organization Address: 150 W. Placentia Ave,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: rwells@coreslab.com
Organization Phone: (951) 943-9119
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2023-02-22-36-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/28/2023
Date Tested: 02/23/2023
Submitted By Organization: Coreslab
Organization Address: 150 W. Placentia Ave,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: rwells@coreslab.com
Organization Phone: (951) 943-9119
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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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Cross sectional area of cylinder 1
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12.56 in^2
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Cross sectional area of cylinder 2
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12.56 in^2
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Compressive strength (to nearest 10 psi)
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5930 psi
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Maximum load on cylinder 1
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76685 lb
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Maximum load on cylinder 2
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77443 lb
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Type of fracture pattern of cylinder 1
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4
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Type of fracture pattern of cylinder 2
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4
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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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1 days
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Age of specimen in hours
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1 hours
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