Site Geology Sample Clauses

Site Geology. 4. Visually classify the soil samples by an engineer in the laboratory.
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Site Geology. The site is located in the Highland Rim geophysical province. The site geology consists of the Fort Xxxxx Chert formation. The Fort Xxxxx Chert Formation consists of grayish-orange chert with thin to medium bedding. The chert is the dominant member of this formation; however, shale partings and minor limestone units can be present. The shale xxxxxxxx rapidly to a clay, usually with a high shrink-swell potential. The residual overburden is typically 40 feet thick or less. SCOPE OF SERVICES FIELD EXPLORATION Our scope of work will be performed in general accordance with ALDOT BMTP-398 “Procedure for Conducting Subsurface Investigation and Foundation Reports” and ALDOT’s Geotechnical Manual. The scope of services will include a geotechnical site reconnaissance and subsurface exploration consisting of 10 soil test borings along with NQ rock coring. One boring will be drilled at each abutment and bent as shown on the attached Boring Location Plans. We will initially perform diamond bit core drilling through the existing asphalt and bridge deck. The asphalt cores drilled in the roadway will be measured for thickness and photographed. After coring, hollow stem auger borings will be performed. Each boring will be drilled to auger refusal, which is anticipated to occur 40 feet deep or less. Standard Penetration Tests (SPT’s) will be performed in conjunction with the drilling according to AASHTO T 206. After auger refusal, rock coring will be performed using an NQ size core barrel to assess the continuity and load carrying capacity of the rock. We propose to core to 20 linear feet at each of the borings, however the actual footage will be based on rock quality and engineering judgement but will be a minimum of 20 feet. Groundwater readings will be taken in the borings prior to NQ rock coring. After drilling, borings drilled in the roadway will be patched with cold patch asphalt and borings drilled through the existing bridge deck will be patched with fast setting concrete. Page | 2 Bridge Replacements on Xxxxxx Road, Madison, Madison County, Alabama Proposal No: HV25185, October 16, 2023 For project efficiency, and to expedite the field exploration, we propose providing experienced geotechnical staff professionals along with two drilling rigs during the exploration. Our field professionals will coordinate the drilling activities with a licensed engineer in the state of Alabama and will sit the drill rigs and field log the test borings. Our engineer will advise the d...
Site Geology. 2.2.1.1 The Assessment Area (Within PDAs) and Assessment Area (Supporting Infrastructure) are located within an area of relatively complex geology. The district of Xxxx Xxxx is situated in a structurally complex Palaeozoic sedimentary basin surrounded by Mesozoic granitic and volcanic rocks, with an extensive amount of faulting and folding. The rocks originally deposited within the sedimentary basin have been heavily metamorphosed, leading to the formation of marble. The younger volcanic rocks of the Tsuen Wan Volcanic group overlay the marble bearing Palaeozoic rocks. Both the sedimentary and volcanic rocks have subsequently been intruded by granite.

Related to Site Geology

  • Geotechnical Engineer « »« » « » « » « » « »

  • Geotechnical 19 The A/E as required shall review past pavement, soil 20 and geology investigations, discuss past findings as 21 impacting the subject roadway project, and independently 22 perform design-needed geotechnical services including 23 development and implementation of a field investigation plan 24 involving any field data collection as deemed necessary, 25 development of a laboratory testing program to conduct soils 26 surface and subsurface characterization tests as applicable 1 to the needs of the project, development of seismic analysis 2 and design criteria in accordance with code requirements, 3 development of pavement condition studies to provide 4 recommendations concerning life cycle costs and 5 rehabilitation/reconstruction methods, and recommendations 6 for the design of foundations, embankment and excavation 7 procedures, settlement analysis, lateral, active, and passive 8 earth pressures, de-watering, landslide mapping, slope 9 stabilization, soil corrosion, erosion, sedimentation control 10 and other applicable design criteria as deemed necessary.

  • Engineering Forest Service completed survey and design for Specified Roads prior to timber sale advertisement, unless otherwise shown in A8 or Purchaser survey and design are specified in A7. On those roads for which Forest Service completes the design during the contract, the design quantities shall be used as the basis for revising estimated costs stated in the Schedule of Items and adjusting Timber Sale Account. Forest Service engineering shall be completed according to the schedule in A8. Should Forest Service be unable to perform the designated survey and design by the completion date or other agreed to time, upon written agreement, Purchaser shall assume responsibility for such work. In such event, Contracting Officer shall revise:

  • Geotechnical Services Engineer will obtain all necessary subsurface investigations, tests, reports, and perform related surveys.

  • Architect/Engineer (A/E) means a person registered as an architect pursuant to Tex. Occ. Code Xxx., Chapter 1051, as a landscape architect pursuant to Tex. Occ. Code Xxx., Chapter 1052, a person licensed as a professional engineer pursuant to Tex. Occ. Code Xxx., Chapter 1001 and/or a firm employed by Owner or a design-build contractor to provide professional architectural or engineering services and to exercise overall responsibility for the design of a Project or a significant portion thereof, and to perform the contract administration responsibilities set forth in the Contract.

  • PUBLIC WORKS AND BUILDING SERVICES CONTRACTS Work being done under a resulting Authorized User Agreement may be subject to the prevailing wage rate provisions of the New York State Labor Law. Such work will be identified by the Authorized User within the RFQ. See “Prevailing Wage Rates – Public Works and Building Services Contracts’ in Appendix B, Clause 10, OGS General Specifications. Any federal or State determination of a violation of any public works law or regulation, or labor law or regulation, or any OSHA violation deemed "serious or willful" may be grounds for a determination of vendor non-responsibility and rejection of proposal. The Prevailing Wage Case Number for this Contract is PRC# 2014011745. The Prevailing Wage Rates for various occupations and General Provisions of Laws Covering Workers on Article 8 Public Work Contract can be accessed at the following NYS Department of Labor website: xxxxx://xxxxxxxxxxxx.xxxxx.xx.xxx/wpp/xxxxXxxxXxxxxxx.xx?method=showIt  Insert PRC# 2014011745 in the box provided and click Submit.  Click Wage Schedule located underneath the main header of this page. The PDF file may be searched to obtain the Prevailing Wage Rate for a specific occupation. SHORT TERM EXTENSION In the event a replacement Contract has not been issued, any Contract let and awarded hereunder by the State, may be extended unilaterally by the State for an additional period of up to 3 months upon notice to the Contractor with the same terms and conditions as the original Contract including, but not limited to, prices and delivery requirements. With the concurrence of the Contractor, the extension may be for a period of up to 6 months in lieu of 3 months. However, this extension terminates should the replacement Contract be issued in the interim. PROCUREMENT INSTRUCTIONS Authorized Users should refer to the documents attached as Appendix G – Processes and Forms Templates for specific instructions on the usage of this Contract. OGS reserves the right to unilaterally make revisions, changes, additions and/or updates to the documents attached as Appendix G - Processes and Forms Templates without processing a formal amendment and/or modification. SPECIFICATIONS During the term of the Contract, the Authorized User may request Product specifications for particular items that have been included by the Contractor in its Pricing Pages. These specifications will be provided by the Contractor at no cost.

  • SITE EXAMINATION Contractor has examined the Site and certifies that it accepts all measurements, specifications and conditions affecting the Work to be performed at the Site. By submitting its quote, Contractor warrants that it has made all Site examination(s) that it deems necessary as to the condition of the Site, its accessibility for materials, workers and utilities, and Contractor’s ability to protect existing surface and subsurface improvements. No claim for allowance of time or money will be allowed as to any other undiscovered condition on the Site.

  • Site Safety Buyer shall comply with all federal, state, and local safety regulations and standards applicable to the Site and to the Equipment on which Siemens will perform the Services. Siemens shall not be obligated to commence or perform Services unless Buyer’s Site complies with all applicable safety requirements. In the event Buyer’s Site safety is non- compliant, Siemens may suspend the Services until such time as Buyer corrects the non-compliance. To the extent Siemens incurs additional time and expense as the result of Buyer’s non-compliance, Siemens shall be entitled to an equitable adjustment in the schedule, price and other affected provisions of the Agreement.

  • Sites Sites shall mean the locations set forth in the Contract Documentation.

  • Project Engineer If the Project has been designed by the Project Engineer, the Project Engineer is to act as the Owner's representative, assumes all duties and responsibilities, and has the rights and authority assigned to Project Engineer in the Contract Documents in connection with completion of the Work all in accordance with the Contract Documents.

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