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2019-273-E Planning - Froehling & Robertson Lake Orange ASR testing
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2019-273-E Planning - Froehling & Robertson Lake Orange ASR testing
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Last modified
5/20/2019 10:09:14 AM
Creation date
5/20/2019 10:00:13 AM
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Contract
Date
5/15/2019
Contract Starting Date
5/15/2019
Contract Ending Date
7/31/2019
Contract Document Type
Agreement - Services
Amount
$10,400.00
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R 2019-273 Planning - Froehling & Robertson Lake Orange ASR testing
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\Board of County Commissioners\Contracts and Agreements\Contract Routing Sheets\Routing Sheets\2019
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DocuSign Envelope ID: DAD8677E-5BD9-49A9-8752-89E081765EE6 <br /> FRGEHLING & ROBERTSON, INC. <br /> Engineering Stability Since I881 <br /> Attachment A <br /> 310 Hubert Street <br /> Raleigh, North Carolina 27603-2302 <br /> T 919.828,3441 1 F 919,828.5751 <br /> NC Engineering License#F-0266 <br /> April 16, 2019 (Revised 5/9/2019) <br /> Mr. Christopher J. Sandt, P.E. <br /> Staff Engineer <br /> Orange County Planning and Inspections Department <br /> 131 W. Margaret Lane (P.O. Box 8181) <br /> Hillsborough, NC 27278 <br /> Re: Proposal for ASR Testing Services <br /> Lake Orange <br /> Hillsborough, NC <br /> F&R Proposal No. 1966-00705 <br /> Dear Mr. Sandt: <br /> Froehling & Robertson, Inc. (F&R) is pleased to submit this revised proposal for providing <br /> Concrete Alkali Silica Reactivity (ASR) testing and compressive strength testing services for the <br /> referenced project. <br /> F&R understands that the project site is located near 1221 Lake Orange Road in Hillsborough, <br /> INC. Based on the information provided, we understand that you are requesting that we obtain <br /> a total of four concrete cores from of the concrete spillway/channel for performing 1) <br /> compressive strength testing per ASTM. C42 and 2) petrographic analysis specific to ASR per <br /> ASTM C227. As discussed, F&R will provided the following scope of services for the project: <br /> 1) Using GPR to locate rebar within the vicinity of core locations; <br /> 2) Obtaining a total of four (4) concrete cores using a 3-inch diameter core barrel. <br /> Compressive strength testing can be performed on a 3-inch diameter core as long as the <br /> length of the intact core is greater than 4 inches. For performing petrographic analysis <br /> specific to ASR, we need an intact core of 3 inches or longer. In addition, for performing <br /> compressive strength testing and ASR testing on the same core, we need an intact core <br /> of at least 8 inches or longer; <br /> Corporate HQ: 3015 Dumbarton Road Richmond,Virginia 23228 T 804,264.2701 F 804.264.12D2 www,fandr.com <br /> VIRGINIA• NORTH CAROLINA■ SOUTH CAROLINA■ MARYLAND • DISTRICT OF COLUMBIA <br /> A Minority-Owned Business <br />
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