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Award ID | Description | Recipient | Total Value | Awarding Agency | Funding Agency | Set Aside | NAICS | PSC | Award Date | Start Date | End Date | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| IGF::OT::IGF - A/E BRIDGE INSPECTIONS AT CAMP LEJUENE AND CHERRY POINT, NC. | ALFRED BENESCH & CO | $296,754 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Sep 19, 2014 | Sep 19, 2014 | Sep 17, 2015 | ||
| IGF::OT::IGF - A/E BRIDGE INSPECTIONS, NAVAL STATION GREAT LAKES, IL AND NSWC CRANE, IN. | ALFRED BENESCH & CO | $73,332 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Sep 3, 2014 | Sep 3, 2014 | Aug 27, 2015 | ||
| IGF::OT::IGF - A/E BRIDGE INSPECTIONS AT MCB CAMP PENDLETON. | ALFRED BENESCH & CO | $132,469 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Aug 26, 2014 | Aug 26, 2014 | Aug 24, 2015 | ||
| IGF::OT::IGF - A/E BRIDGE INSPECTIONS, COMFLEACT YOKOSUKA, JAPAN AND NAVBASE GUAM. | ALFRED BENESCH & CO | $129,897 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Aug 20, 2014 | Aug 20, 2014 | Aug 19, 2015 | ||
| IGF::OT::IGF - A/E BRIDGE INSPECTIONS FOR NORTHWEST REGION. | ALFRED BENESCH & CO | $123,053 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Jul 19, 2014 | Jul 19, 2014 | Jul 31, 2015 | ||
| IGF::OT::IGF - A/E BRIDGE INSPECTION SERVICES AT NORFOLK, VA, AND PAX RIVER, MD. | ALFRED BENESCH & CO | $125,104 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Jun 27, 2014 | Jun 27, 2014 | Jun 30, 2015 | ||
| IGF::OT::IGF BRIDGE INSPECTION SERVICES AT JB PEARL HARBOR HI, NCTAMS EASTPAC HI, NAVMAG PEARL HARBOR HI AND PMRF BARKING SANDS HI. | ALFRED BENESCH & CO | $81,475 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Jun 6, 2014 | Jun 5, 2014 | Jun 4, 2015 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTIONS AT JB PEARL HARBOR HI, NCTAMS EASTPAC HI, NAVMAG PEARL HARBOR HI AND PMRF BARKING SANDS HI. | ALFRED BENESCH & CO | $107,038 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Jun 6, 2014 | May 29, 2014 | May 28, 2015 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTIONS NS GUANTANAMO BAY CUBA. | ALFRED BENESCH & CO | $56,635 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Apr 8, 2014 | Apr 3, 2014 | Apr 2, 2015 | ||
| IGF::OT::IGF CONDUCT ROUTINE BRIDGE INSPECTIONS AND APPLICABLE LOAD ANALYSES OF 17 FHWA REPORTABLE BRIDGES AT NSWC CRANE INDIANA FOR A/E BRIDGE INSPECTIONS CONTRACT. | ALFRED BENESCH & CO | $98,351 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Mar 13, 2014 | Mar 13, 2014 | Sep 30, 2014 | ||
| ENVIRONMENTAL COMPLIANCE AUDIT SOFTWARE AND SUPPORT SERVICES "CLOSELY ASSOCIATED" - IGF::CL::IGF | ALFRED BENESCH & CO | $490,949 | US GEOLOGICAL SURVEY | US GEOLOGICAL SURVEY | — | 541620Environmental Consulting Services | 7030 | Aug 15, 2013 | Aug 15, 2013 | Sep 15, 2016 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTIONS AT MCB QUANTICO, VA - THE A-E SHALL PROVIDE ALL NECESSARY ENGINEERING SERVICES, TOOLS, EQUIPMENT, AND QUALIFIED PERSONNEL TO ACCOMPLISH NBIS ROUTINE BRIDGE INSPECTIONS AT MCB QUANTICO, VA. | ALFRED BENESCH & CO | $89,862 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Jul 24, 2013 | Jul 24, 2013 | Jul 23, 2014 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTIONS - THE A-E SHALL PROVIDE ALL NECESSARY ENGINEERING SERVICES, TOOLS, EQUIPMENT, AND QUALIFIED PERSONNEL TO ACCOMPLISH NBIS ROUTINE BRIDGE INSPECTIONS AT MCB CAMP BUTLER AND MCAS IWAKUNI JAPAN. | ALFRED BENESCH & CO | $76,182 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Jul 14, 2013 | Jul 9, 2013 | Jul 8, 2014 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTION SERVICES AT NAVSTA ROTA SPAIN. THE A-E SHALL PROVIDE ALL NECESSARY ENGINEERING SERVICES, TOOLS, EQUIPMENT, AND QUALIFIED PERSONNEL TO ACCOMPLISH NBIS ROUTINE BRIDGE INSPECTIONS AT NAVSTA ROTA SPAIN. | ALFRED BENESCH & CO | $35,844 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Jul 14, 2013 | Jul 9, 2013 | Jul 8, 2014 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTIONS - THE A-E SHALL PROVIDE ALL NECESSARY ENGINEERING SERVICES, TOOLS, EQUIPMENT, AND QUALIFIED PERSONNEL TO ACCOMPLISH NBIS ROUTINE BRIDGE INSPECTIONS IN THE SAN DIEGO AREA, CA. | ALFRED BENESCH & CO | $83,369 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Jul 14, 2013 | Jul 9, 2013 | Jul 8, 2014 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTIONS - THE A-E SHALL PROVIDE ALL NECESSARY ENGINEERING SERVICES TO ACQUIRE INSPECTTECH BRIDGEINSPECT COLLECTOR AND BRIDGEINSPECT MANAGER SOFTWARE TO MEET REQUIREMENTS OF BRIDGE DATA MANAGEMENT REQUIREMENTS OF THE NAVY BRIDGE INSPECTION PROGRAM (NBIP). | ALFRED BENESCH & CO | $0 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Jun 12, 2013 | Jun 11, 2013 | Oct 25, 2014 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTIONS - THE A-E SHALL PROVIDE ALL NECESSARY ENGINEERING SERVICES, TOOLS, EQUIPMENT, AND QUALIFIED PERSONNEL TO ACCOMPLISH NBIS ROUTINE BRIDGE INSPECTIONS AT POINT MUGU, PORT HUENEME, CAMP PENDLETON, LEMOORE AND SACRAMENTO CA. | ALFRED BENESCH & CO | $104,052 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | May 21, 2013 | May 8, 2013 | May 7, 2014 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTIONS - THE A-E SHALL PROVIDE ALL NECESSARY ENGINEERING SERVICES, TOOLS, EQUIPMENT, AND QUALIFIED PERSONNEL TO ACCOMPLISH NBIS ROUTINE BRIDGE INSPECTIONS AT MCB PARRIS ISLAND, SC. | ALFRED BENESCH & CO | $14,733 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | May 21, 2013 | May 8, 2013 | May 7, 2014 | ||
| IGF::OT::IGF | ALFRED BENESCH & CO | $584,859 | BUREAU OF INDIAN AFFAIRS | BUREAU OF INDIAN AFFAIRS | — | 541620Environmental Consulting Services | R704SUPPORT- MANAGEMENT: AUDITING | Apr 15, 2013 | Apr 15, 2013 | Apr 29, 2014 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTIONS - SUBASE KINGS BAY GA AND MCLB ALBANY GA. TASKING FIELD INSPECTION: THE A-E SHALL PERFORM BRIDGE INSPECTIONS IN ACCORDANCE WITH THE NAVY REQUIREMENTS DESCRIBED IN REFERENCE (A). IN CASES WHERE THERE ARE NO SPECIFIC NAVY REQUIREMENTS, THE WORK SHALL MEET THE MINIMUM REQUIREMENTS OF THE NBIS (REFERENCE B). THE INSPECTION TYPE REQUIRED FOR EACH STRUCTURE IS LISTED IN THE BRIDGE SCHEDULE . THE A-E SHALL INSPECT AND DETERMINE THE STRUCTURAL CONDITION OF ALL BRIDGE COMPONENTS INCLUDING FRACTURE CRITICAL DETAILS WHEN APPLICABLE. IN ADDITION, THE A-E SHALL DOCUMENT ANY COMPLETED REPAIRS AND NOTE ANY CONDITIONS THAT HAVE CHANGED SINCE PREVIOUS INSPECTION REPORTS. ALL COMPONENTS WILL REQUIRE AN ARM S LENGTH VISUAL INSPECTION USING SIMPLE TOOLS, MEASURING DEVICES, AND RECORDING METHODS. THE A-E SHALL BE RESPONSIBLE FOR PROVIDING ALL ACCESS EQUIPMENT. DURING ROUTINE INSPECTIONS, THE INSPECTION TEAM MUST VERIFY ALL DATA, CORRECT INCONSISTENCIES, AND/OR UPDATE THE DATA ON THE SI&A FORM. UNDERWATER INSPECTION: NOT APPLICABLE FOR THIS TASK ORDER. SCOUR ASSESSMENT: DURING THE INSPECTION PROCESS, THE A-E SHALL OBTAIN ALL PERTINENT DATA REQUIRED TO DETERMINE IF A FULL SCOUR ANALYSES IS WARRANTED. SOUNDINGS OF THE CHANNEL BOTTOM SHALL BE TAKEN AROUND EACH OF THE SUBSTRUCTURE UNITS ACROSS THE CHANNEL, ALONG THE UPSTREAM AND DOWNSTREAM FASCIAS OF THE STRUCTURE AT A MINIMUM. IF DEEMED NECESSARY AT THE TIME OF INSPECTION, ADDITIONAL SOUNDINGS SHOULD BE TAKEN ALONG LINES PARALLEL TO THE UPSTREAM AND DOWNSTREAM FASCIAS. SEISMIC ASSESSMENT: DURING THE INSPECTION PROCESS, THE A-E SHALL OBTAIN ALL PERTINENT DATA REQUIRED TO DETERMINE IF A FULL SEISMIC ANALYSES IS WARRANTED BASED ON CURRENT SEISMIC REQUIREMENTS FOR THE STATE OR GOVERNING REGION. BRIDGE INSPECTION REPORT: BRIDGE INSPECTION REPORTS WILL BE CREATED UTILIZING INSPECTTECH SOFTWARE, THE NAVY S BRIDGE REPORT GENERATION UTILITY. THE A-E WILL POPULATE ALL FIELDS AS APPLICABLE. STRUCTURAL INVENTORY AND APPRAISAL (SI&A) SHEET: THE SI&A SHEET SHALL BE CREATED USING THE INSPECTTECH SOFTWARE AND SHALL CONTAIN ALL ITEMS REQUIRED BY FHWA IN THE LATEST EDITION OF REFERENCE (C). THE SI&A SHALL INCLUDE ALL RELATED MEASUREMENTS IN UNITS OF METERS. ITEM 16 (LATITUDE) AND ITEM17 (LONGITUDE) SHALL BE IN UNITS OF DEGREES, MINUTES, AND SECONDS TO THE NEAREST HUNDREDTH OF A SECOND USING GPS METHODS. INFORMATION ON AVERAGE DAILY TRAFFIC (ADT) MUST BE PROVIDED. SI&A DATA SHALL BE CHECKED WITH THE LATEST VERSION OF THE FHWA EDIT/ UPDATE PROGRAM AND CORRECTIONS TO THE DATA MADE BEFORE SUBMITTAL. | ALFRED BENESCH & CO | $38,578 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Apr 12, 2013 | Apr 10, 2013 | Apr 9, 2014 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTIONS - NAVSUPPACT MIDSOUTH MEMPHIS TN AND NAS MERIDIAN MS. TASKING FIELD INSPECTION: THE A-E SHALL PERFORM BRIDGE INSPECTIONS IN ACCORDANCE WITH THE NAVY REQUIREMENTS DESCRIBED IN REFERENCE (A). IN CASES WHERE THERE ARE NO SPECIFIC NAVY REQUIREMENTS, THE WORK SHALL MEET THE MINIMUM REQUIREMENTS OF THE NBIS (REFERENCE B). THE INSPECTION TYPE REQUIRED FOR EACH STRUCTURE IS LISTED IN THE BRIDGE SCHEDULE . THE A-E SHALL INSPECT AND DETERMINE THE STRUCTURAL CONDITION OF ALL BRIDGE COMPONENTS INCLUDING FRACTURE CRITICAL DETAILS WHEN APPLICABLE. IN ADDITION, THE A-E SHALL DOCUMENT ANY COMPLETED REPAIRS AND NOTE ANY CONDITIONS THAT HAVE CHANGED SINCE PREVIOUS INSPECTION REPORTS. ALL COMPONENTS WILL REQUIRE AN ARM S LENGTH VISUAL INSPECTION USING SIMPLE TOOLS, MEASURING DEVICES, AND RECORDING METHODS. THE A-E SHALL BE RESPONSIBLE FOR PROVIDING ALL ACCESS EQUIPMENT. DURING ROUTINE INSPECTIONS, THE INSPECTION TEAM MUST VERIFY ALL DATA, CORRECT INCONSISTENCIES, AND/OR UPDATE THE DATA ON THE SI&A FORM. UNDERWATER INSPECTION: NOT APPLICABLE FOR THIS TASK ORDER. SCOUR ASSESSMENT: DURING THE INSPECTION PROCESS, THE A-E SHALL OBTAIN ALL PERTINENT DATA REQUIRED TO DETERMINE IF A FULL SCOUR ANALYSES IS WARRANTED. SOUNDINGS OF THE CHANNEL BOTTOM SHALL BE TAKEN AROUND EACH OF THE SUBSTRUCTURE UNITS ACROSS THE CHANNEL, ALONG THE UPSTREAM AND DOWNSTREAM FASCIAS OF THE STRUCTURE AT A MINIMUM. IF DEEMED NECESSARY AT THE TIME OF INSPECTION, ADDITIONAL SOUNDINGS SHOULD BE TAKEN ALONG LINES PARALLEL TO THE UPSTREAM AND DOWNSTREAM FASCIAS. SEISMIC ASSESSMENT: DURING THE INSPECTION PROCESS, THE A-E SHALL OBTAIN ALL PERTINENT DATA REQUIRED TO DETERMINE IF A FULL SEISMIC ANALYSES IS WARRANTED BASED ON CURRENT SEISMIC REQUIREMENTS FOR THE STATE OR GOVERNING REGION. BRIDGE INSPECTION REPORT: BRIDGE INSPECTION REPORTS WILL BE CREATED UTILIZING INSPECTTECH SOFTWARE, THE NAVY S BRIDGE REPORT GENERATION UTILITY. THE A-E WILL POPULATE ALL FIELDS AS APPLICABLE. STRUCTURAL INVENTORY AND APPRAISAL (SI&A) SHEET: THE SI&A SHEET SHALL BE CREATED USING THE INSPECTTECH SOFTWARE AND SHALL CONTAIN ALL ITEMS REQUIRED BY FHWA IN THE LATEST EDITION OF REFERENCE (C). THE SI&A SHALL INCLUDE ALL RELATED MEASUREMENTS IN UNITS OF METERS. ITEM 16 (LATITUDE) AND ITEM17 (LONGITUDE) SHALL BE IN UNITS OF DEGREES, MINUTES, AND SECONDS TO THE NEAREST HUNDREDTH OF A SECOND USING GPS METHODS. INFORMATION ON AVERAGE DAILY TRAFFIC (ADT) MUST BE PROVIDED. SI&A DATA SHALL BE CHECKED WITH THE LATEST VERSION OF THE FHWA EDIT/ UPDATE PROGRAM AND CORRECTIONS TO THE DATA MADE BEFORE SUBMITTAL. | ALFRED BENESCH & CO | $0 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Apr 12, 2013 | Apr 10, 2013 | Apr 9, 2014 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTIONS - MCB KANEOHE HI AND MCTA BELLOWS HI. TASKING FIELD INSPECTION: THE A-E SHALL PERFORM BRIDGE INSPECTIONS IN ACCORDANCE WITH THE NAVY REQUIREMENTS DESCRIBED IN REFERENCE (A). IN CASES WHERE THERE ARE NO SPECIFIC NAVY REQUIREMENTS, THE WORK SHALL MEET THE MINIMUM REQUIREMENTS OF THE NBIS (REFERENCE B). THE INSPECTION TYPE REQUIRED FOR EACH STRUCTURE IS LISTED IN THE BRIDGE SCHEDULE . THE A-E SHALL INSPECT AND DETERMINE THE STRUCTURAL CONDITION OF ALL BRIDGE COMPONENTS INCLUDING FRACTURE CRITICAL DETAILS WHEN APPLICABLE. IN ADDITION, THE A-E SHALL DOCUMENT ANY COMPLETED REPAIRS AND NOTE ANY CONDITIONS THAT HAVE CHANGED SINCE PREVIOUS INSPECTION REPORTS. ALL COMPONENTS WILL REQUIRE AN ARM S LENGTH VISUAL INSPECTION USING SIMPLE TOOLS, MEASURING DEVICES, AND RECORDING METHODS. THE A-E SHALL BE RESPONSIBLE FOR PROVIDING ALL ACCESS EQUIPMENT. DURING ROUTINE INSPECTIONS, THE INSPECTION TEAM MUST VERIFY ALL DATA, CORRECT INCONSISTENCIES, AND/OR UPDATE THE DATA ON THE SI&A FORM. UNDERWATER INSPECTION: NOT APPLICABLE FOR THIS TASK ORDER. SCOUR ASSESSMENT: DURING THE INSPECTION PROCESS, THE A-E SHALL OBTAIN ALL PERTINENT DATA REQUIRED TO DETERMINE IF A FULL SCOUR ANALYSES IS WARRANTED. SOUNDINGS OF THE CHANNEL BOTTOM SHALL BE TAKEN AROUND EACH OF THE SUBSTRUCTURE UNITS ACROSS THE CHANNEL, ALONG THE UPSTREAM AND DOWNSTREAM FASCIAS OF THE STRUCTURE AT A MINIMUM. IF DEEMED NECESSARY AT THE TIME OF INSPECTION, ADDITIONAL SOUNDINGS SHOULD BE TAKEN ALONG LINES PARALLEL TO THE UPSTREAM AND DOWNSTREAM FASCIAS. SEISMIC ASSESSMENT: DURING THE INSPECTION PROCESS, THE A-E SHALL OBTAIN ALL PERTINENT DATA REQUIRED TO DETERMINE IF A FULL SEISMIC ANALYSES IS WARRANTED BASED ON CURRENT SEISMIC REQUIREMENTS FOR THE STATE OR GOVERNING REGION. BRIDGE INSPECTION REPORT: BRIDGE INSPECTION REPORTS WILL BE CREATED UTILIZING INSPECTTECH SOFTWARE, THE NAVY S BRIDGE REPORT GENERATION UTILITY. THE A-E WILL POPULATE ALL FIELDS AS APPLICABLE. STRUCTURAL INVENTORY AND APPRAISAL (SI&A) SHEET: THE SI&A SHEET SHALL BE CREATED USING THE INSPECTTECH SOFTWARE AND SHALL CONTAIN ALL ITEMS REQUIRED BY FHWA IN THE LATEST EDITION OF REFERENCE (C). THE SI&A SHALL INCLUDE ALL RELATED MEASUREMENTS IN UNITS OF METERS. ITEM 16 (LATITUDE) AND ITEM17 (LONGITUDE) SHALL BE IN UNITS OF DEGREES, MINUTES, AND SECONDS TO THE NEAREST HUNDREDTH OF A SECOND USING GPS METHODS. INFORMATION ON AVERAGE DAILY TRAFFIC (ADT) MUST BE PROVIDED. SI&A DATA SHALL BE CHECKED WITH THE LATEST VERSION OF THE FHWA EDIT/ UPDATE PROGRAM AND CORRECTIONS TO THE DATA MADE BEFORE SUBMITTAL. | ALFRED BENESCH & CO | $31,236 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Apr 12, 2013 | Apr 10, 2013 | Apr 9, 2014 | ||
| IGF::OT::IGF A/E BRIDGE INSPECTIONS - NWS YORKTOWN VA, NSWC DAHLGREN VA AND NAVSUPPACT NORFOLK VA. TASKING FIELD INSPECTION: THE A-E SHALL PERFORM BRIDGE INSPECTIONS IN ACCORDANCE WITH THE NAVY REQUIREMENTS DESCRIBED IN REFERENCE (A). IN CASES WHERE THERE ARE NO SPECIFIC NAVY REQUIREMENTS, THE WORK SHALL MEET THE MINIMUM REQUIREMENTS OF THE NBIS (REFERENCE B). THE INSPECTION TYPE REQUIRED FOR EACH STRUCTURE IS LISTED IN THE BRIDGE SCHEDULE . THE A-E SHALL INSPECT AND DETERMINE THE STRUCTURAL CONDITION OF ALL BRIDGE COMPONENTS INCLUDING FRACTURE CRITICAL DETAILS WHEN APPLICABLE. IN ADDITION, THE A-E SHALL DOCUMENT ANY COMPLETED REPAIRS AND NOTE ANY CONDITIONS THAT HAVE CHANGED SINCE PREVIOUS INSPECTION REPORTS. ALL COMPONENTS WILL REQUIRE AN ARM S LENGTH VISUAL INSPECTION USING SIMPLE TOOLS, MEASURING DEVICES, AND RECORDING METHODS. THE A-E SHALL BE RESPONSIBLE FOR PROVIDING ALL ACCESS EQUIPMENT. DURING ROUTINE INSPECTIONS, THE INSPECTION TEAM MUST VERIFY ALL DATA, CORRECT INCONSISTENCIES, AND/OR UPDATE THE DATA ON THE SI&A FORM. UNDERWATER INSPECTION: DURING THE INSPECTION OF SUBMERGED BRIDGE ELEMENTS, THE A&E SHALL CHECK FOUNDATIONS FOR SCOUR AND UNDERCUT AND USE SOUNDINGS, VISUAL INSPECTION, AND PROBING TO DETERMINE EXTENT. UNDERWATER INSPECTIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE REQUIREMENTS FOR LEVEL I, II, AND III (IF WARRANTED) INSPECTIONS DESCRIBED IN REFERENCE (C). FINDINGS SHALL BE INCLUDED WITH THE TOPSIDE INSPECTION REPORT. DIVING OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH THE EM-385-1-1, SECTION 30, CONTRACT DIVING OPERATIONS (REFERENCE D). THE UNDERWATER INSPECTION SHALL BE LED BY A BRIDGE INSPECTION TEAM LEADER WHO SHALL CONDUCT A MINIMUM OF FIFTY PERCENT OF THE DIVING INSPECTION WORK. A DIVE PLAN SHALL BE SUBMITTED TO THE NAVY FOR REVIEW AT LEAST THREE WEEKS PRIOR TO MOBILIZATION. THE DIVE PLAN REQUIREMENTS CAN ALSO BE FOUND IN REFERENCE (D). SCOUR ASSESSMENT: DURING THE INSPECTION PROCESS, THE A-E SHALL OBTAIN ALL PERTINENT DATA REQUIRED TO DETERMINE IF A FULL SCOUR ANALYSES IS WARRANTED. SOUNDINGS OF THE CHANNEL BOTTOM SHALL BE TAKEN AROUND EACH OF THE SUBSTRUCTURE UNITS ACROSS THE CHANNEL, ALONG THE UPSTREAM AND DOWNSTREAM FASCIAS OF THE STRUCTURE AT A MINIMUM. IF DEEMED NECESSARY AT THE TIME OF INSPECTION, ADDITIONAL SOUNDINGS SHOULD BE TAKEN ALONG LINES PARALLEL TO THE UPSTREAM AND DOWNSTREAM FASCIAS. SEISMIC ASSESSMENT: DURING THE INSPECTION PROCESS, THE A-E SHALL OBTAIN ALL PERTINENT DATA REQUIRED TO DETERMINE IF A FULL SEISMIC ANALYSES IS WARRANTED BASED ON CURRENT SEISMIC REQUIREMENTS FOR THE STATE OR GOVERNING REGION. BRIDGE INSPECTION REPORT: BRIDGE INSPECTION REPORTS WILL BE CREATED UTILIZING INSPECTTECH SOFTWARE, THE NAVY S BRIDGE REPORT GENERATION UTILITY. THE A&E WILL POPULATE ALL FIELDS AS APPLICABLE. STRUCTURAL INVENTORY AND APPRAISAL (SI&A) SHEET: THE SI&A SHEET SHALL BE CREATED USING THE INSPECTTECH SOFTWARE AND SHALL CONTAIN ALL ITEMS REQUIRED BY FHWA IN THE LATEST EDITION OF REFERENCE (C). THE SI&A SHALL INCLUDE ALL RELATED MEASUREMENTS IN UNITS OF METERS. ITEM 16 (LATITUDE) AND ITEM17 (LONGITUDE) SHALL BE IN UNITS OF DEGREES, MINUTES, AND SECONDS TO THE NEAREST HUNDREDTH OF A SECOND USING GPS METHODS. INFORMATION ON AVERAGE DAILY TRAFFIC (ADT) MUST BE PROVIDED. SI&A DATA SHALL BE CHECKED WITH THE LATEST VERSION OF THE FHWA EDIT/ UPDATE PROGRAM AND CORRECTIONS TO THE DATA MADE BEFORE SUBMITTAL. | ALFRED BENESCH & CO | $51,205 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Apr 12, 2013 | Apr 11, 2013 | Apr 10, 2014 | ||
| A/E BRIDGE INSPECTIONS NAVSHIPYD PORTSMOUTH NH&NAVSTA NEWPORT RI. | ALFRED BENESCH & CO | $60,821 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Feb 22, 2013 | Feb 22, 2013 | Feb 21, 2014 | ||
| A/E BRIDGE INSPECTIONS NATNAVMEDCEN BETHESDA MD, NSWC CARDEROCK MD&USNA ANNAPOLIS MD. | ALFRED BENESCH & CO | $52,470 | DEPT OF THE NAVY | DEPT OF THE NAVY | — | 541330Engineering Services | C219ARCHITECT AND ENGINEERING- GENERAL: OTHER | Feb 22, 2013 | Feb 22, 2013 | Feb 21, 2014 |