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2000-054
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2000-054
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Last modified
2/13/2024 3:40:42 PM
Creation date
2/13/2024 3:40:15 PM
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Official Documents
Official Document Type
Amendment
Approved Date
02/22/2000
Control Number
2000-054
Entity Name
Applied Technology & Management & Permitting
Subject
Amendment 1 to Profesional Service Agreement
Beach Restoration Plan
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E- <br />E] <br />Technical Approarrh <br />® Page 8 <br />Task 8.2 Perform Laboratory Testing and Analysis of Acquired Cores <br />Following vibracore acquisition, labeling and temporary storage shipboard, the vibracores <br />will be transported from Fort Pierce Harbor to a laboratory facility in Melbourne, Florida. <br />Within seven days of delivery to the laboratory, the vibracores will be split, visually inspected, <br />and logged in detail in accordance with USACE standards. Results of the logging will be <br />reported on USACE Engineering Form 1836 and will additionally be <br />recorded on GTLog' geotechnical logging software. This geotechnical logging software is <br />part of ATM's library of in-house software. <br />Textural classification during core logging will be prepared in accordance with the Unified <br />Soils Classification System, described in ASTM Standard D-2487. Color photographs of the <br />sectioned core will be taken at 1 -foot intervals. Five (5) samples will be extracted at discrete <br />sediment horizons per core, and separate physical composite samples will be extracted <br />from the vibracore down to the limits of visually compatible sediment. All samples (assumes <br />a total of 80 individual samples and 16 composite samples) will be analyzed for grain size <br />and percent mud and gravel. <br />Grain size analysis will adhere to ASTM Standard D-422 for mechanical particle size <br />analysis of the soils. Analyses will be conducted by mechanical sieving utilizing a set of <br />nested screens dividing sediments at %2 phi intervals from —4 to +3.5 phi, inclusive, with the <br />+3.75 phi (#200 mesh screen) added to the nested screen set. Laboratory quality <br />assurance procedures dictate that a replicate of approximately 5% of all samples taken for <br />grain size analyses is undertaken. <br />Grain size distribution of samples processed in accordance with the above procedures will <br />be analyzed using the method of moments and graphic methods as described by Folk <br />(1974). Tabular summaries of each sample will be generated and will report sieve size, phi <br />size, mesh opening size in millimeters, weight of sediment retained in grams, cumulative <br />percent retained, and cumulative percent passing. Sample statistics (e.g., mean, standard <br />deviation, skewness and kurtosis) will also be displayed in the summary tables. A frequency <br />plot of grain size distribution (GSD curve) will be provided for each sample in accordance <br />with USACE Form 2087. <br />Upon completing the above described materials tests and analyses, the cores will be <br />packaged in suitable containers and transferred to the County for permanent storage at a <br />designated location within the County. <br />Task 8.3 Prepare Supplemental Geotechnical Report <br />A Geotechnical and Sand Source Investigation Report will be generated which will detail <br />the field, interpretive and laboratory procedures utilized to acquire and analyze the <br />geophysical riati nPnnhvnic^I „ ri (J� ;i::u, data, vibfacoie fogs and color <br />photographs, sediment analysis data sheets for each sample, percent mud and GSD <br />curves for each test sample analyzed (assuming five samples per core), and the <br />preparation of maps. The above interpretive maps will accompany graphics of the areas <br />investigated from the side scan grid and bathymetric surveys for the north borrow area. <br />One draft and ten (10) final copies of the report will be prepared and submitted to the <br />County. <br />
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