Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209695 DEA: 08347704 EFIS: 0800000616
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-SR-58-0/12.9
Work Description: (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location Description: SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Contractor Name: KIEWIT INFRASTRUCTURE WEST CO.
Contractor Address: 2215 E 1ST STREET, VANCOUVER, WA 98661
Resident Engineer: Shaine Shahidi Structure Rep.: Osama Abdalla
DIME Sample ID: 2019-08-07-26
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete Core
Sample Taken Date: 08/07/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2019
The quantity of what the sample constitutes: 4 cores
A brief description of the sample: LCB Concrete Core
From where was the sample collected: Job Site
Laboratory sample identification: 08212019
Structure unique identifier:
Structure name: Roadway Pavement Sta 512 00 513 10
The fabricator/manufacturer/facility name: Kiewit Infrastructure West
Detail description: Roadway Pavement Sta 512 00 513 10
Structure names: Roadway Pavement Sta 512 00 513 10
Type of material: LCB Cores
DIME Test ID: 2019-08-07-26-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/21/2019
Date Tested: 08/21/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
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Number of specimens
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4
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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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10.69 in^2
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Cross sectional area of cylinder 2
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10.69 in^2
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Cross sectional area of cylinder 3
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10.69 in^2
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Capped in accordance with?
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ASTM C617/CTM521
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Cross sectional area of cylinder 4
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10.69 in^2
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Average diameter of cylinder 1
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3.69 in
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Compressive strength (to nearest 10 psi)
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870 psi
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Average diameter of cylinder 2
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3.69 in
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Compressive strength of cylinder 1
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847.5 psi
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Compressive strength of cylinder 2
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855.7 psi
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Average diameter of cylinder 3
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3.69 in
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Compressive strength of cylinder 3
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870.2 psi
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Average diameter of cylinder 4
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3.69 in
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Compressive strength of cylinder 4
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918.3 psi
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Maximum load on cylinder 1
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9340 lb
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Maximum load on cylinder 2
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9430 lb
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Maximum load on cylinder 3
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9590 lb
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Maximum load on cylinder 4
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10120 lb
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Type of fracture pattern of cylinder 1
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1
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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1
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Type of fracture pattern of cylinder 4
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1
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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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0.97
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Correction factor for cylinder 2
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0.97
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Correction factor for cylinder 3
|
0.97
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Correction factor for cylinder 4
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0.97
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Age of specimen
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14 days
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