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@ Final U.S. Department of Transportation Construction Federal Highway Administration Eastern Federal Lands Highway Division Report Project No.: VI NH-9999(88) Location: Virgin Islands Department of Public Works, St. Thomas, Virgin Islands Description: Constructed two new retaining walls, one on Route 33, the other at the Route 35/40 intersection. Plus new concrete paved waterway, guardrail, and asphalt pavement. Submitted by: Mark L. Mullholand Date Project Engineer a Approved by: ane Zaki Saad Date Construction Operations Engineer Approved by: _ hy Selly — eee Date Tho Constrtc ie iS J. Scott tion Engineer FINAL CONSTRUCTION REPORT PROJECT VI NH-9999(88) St. Thomas, U.S. Virgin Islands INDEX PAGE PROJECT DESCRIPTION eRe CeCe ere eee errr rere ere eee eee cere Scere Terre ras) PROJECT DATA POSERUEPEESUCOOTOCOSTSSIVSOSUSS LOTT SESSVSCT OOOO“ LSS SS OSES eSSreeTeSrererrere errr sre ri eei ey 1-3 CONSTRUCTION Poe ee PRS CEC UCCOS CSOT OCETESOSOCOUS SETS OC eeeU SOC eCCOSeT Seeeeerererrevrerrereecrrrrersrr) 4-10 CONSTRUCTION ENGINEERING PeUUSUEESOCOOSOSESCOUCOSOOOOOOSESOCOSSTOCOSOOOOSSOCOOCOCOOT 10-11 APPENDICES: Pee ReS RRO SE ST CCRUS OOO TOOCCESE SCO OCOCUTOSTOOUSEOSCSOCTOCOSOSCOL OSE OSE Sees) 12 Title Sheet/Location Map Typical Sections Pere ere eee rer errr eer eet Ter eer errr reece rere reer rr rere rere rer eae e ser S Tesi) 13 -14 Tabulation of Bids OER EEUCREUOESUCOUUCCSOCOSOSOOCCOCUSOSSOCCCSUSOSOOCOCCOUCOSO SOC CSOCeCeCrerrcer sr Ce eesr rer rany 15 - 23 Final Voucher Assembly Final Voucher and Claims Release eee eee eee eee eee errr errr rere rrr re rey 24 - 25 Final Estimate POPeeReRPECOOS TPO OerCeser re rere rrrerec ese rrerrrecrrrrrrrrirrer ites rise rr reser as 26 - 30 Letter of Acceptance from Cooperating Agency ween eee ete ee teen aennnanetene 31 OERUTESTROCOSESSSORSESCOCTOCSOSCSOCOOCOCOSSSOSOE ET 32 - 33 Letter of Acceptance from FHWA FHWA Final Inspection Report eee Seer rere eer errr eee errr eee ere rer 34 - 35 Materials Certification eee TPT REET Cee ECTEEECOUS EE SS COECCCUORCOCCOCCSLOSTOCSCCE SOOO See 36 37 - 42 Project Photographs Poreee eC eEEe ECC eU CTO eee ere Cee eEee rer reer sree cess Terrerrerrurrcerersr ects r rec reseresey) FINAL CONSTRUCTION REPORT Project VI NH-9999(88) St. Thomas, Virgin Islands I. PROJECT DESCRIPTION A. Project Number — Virgin Islands Department of Public Works, Project VI NH- 9999(88) in St. Thomas, Virgin Islands. Description of Work - This project consists of the following: Constructed two new retaining walls, one on Route 33, the other at the Route 35/40 intersection. Plus new concrete paved waterway, guardrail, and asphalt pavement. Environmental Considerations - The Federal Highway Administration (FHWA) determined that the project met the requirements of a Class II Action (Categorical Exclusion) under the National Environmental Policy Act (NEPA) of 1969. Il. PROJECT DATA A. Specifications - The specifications used for this project were the “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects”, FP-96 Termini - Route 33 - Station 1+017 to Station 1+139 Route 35/40 - Station 2+004 to Station 2+090 Length — Route 33 — 122 meters Route 35/40 — 86 meters Width — Route 33 — two 3.6 meter lanes Route 35/40 — one 3.3 meter lane (outbound) one 3.6 meter lane (inbound) K. Pavement Structure — Route 33 and Route 35/40 — 150 millimeter aggregate base, grading C or D 75 millimeter hot asphaltic concrete pavement, class B grading C 50 millimeter hot asphaltic concrete pavement, class B grading E Structures — Route 33 — Reinforced concrete retaining wall — 86.2 meters Route 35/40 — Reinforced concrete retaining wall — 69 meters Contract Number and Date - DTFH71-03-C-00022 August 25, 2003 Contracting Officers - Melisa L. Ridenour - Division Engineer Donald W. Miller — Director, Project Delivery Wanda A. Peffer — Contracting Officer Eduardo A. Calderon - Construction Engineer Christopher J. Schneider — Construction Operations Engineer Zaki M. Saad - Construction Operations Engineer Contract Bid Amount - $1,063,900.00 Engineer’s Estimate - $940,000.00 Final Contract Amount - $1,131,001.50 Contract Time — Date of Award: August 25, 2003 Notice to Proceed: October 14, 2003 Original Completion Date: May 29, 2003 Extensions Granted: 83 calendar days Revised Completion Date: August 20, 2004 Substantial Completion Date: August 20, 2004 Date of Final Completion: September 2, 2004 Contractor — Island Roads Corporation 6501 Red Hook Plaza, Suite 201 St. Thomas, USVI 00802 Subcontractors - Huggins Trucking P.O. Box 11341 St. Thomas, USVI 00801 Trucking DBE Final contract amount - $20,004 Fleming’s Trucking 148-141 Estate Tutu St. Thomas, USVI 00802-7073 Trucking DBE Final contract amount - $25,645 Neon Construction P.O. Box 11063 St. Thomas, VI 00801 Constructed retaining wall at the Rt. 33 site. DBE Final contract amount - $131,842 Antillean Construction 61-1A Estate Thomas 4906 St. Thomas, VI 00803 Constructed retaining wall at the Rt. 35/40 site. DBE Final contract amount - $122,388 Engineering Costs - EFLHD PE Costs- $155,101.28 EFLHD CE Costs- $227,282.11 Total Costs — $382,383.39 Percentage of Final Contract Amount — 33.8 Maintaining Agency - Virgin Islands Department of Public Works QI. CONSTRUCTION A. Materials - Item 25803, Reinforced Concrete Retaining Wall Concrete ~ Class A(AE) Minimum 28 day compressive strength = 28 mega pascals Supplier ~ St. Thomas Concrete P.O. Box 7368 St. Thomas, USVI Cement — Caribe Type I Puerto Cumarebo, Venezuela Fine Sand — Barbuda Sand St. Thomas, USVI Coarse Sand — Brookman Quarry St. Thomas, USVI Coarse Aggregate — Brookman Quarry (#57 stone) St. Thomas, USVI Specific Gravity = 2.69 grams per cubic centimeter Absorbtion = 0.4 percent LA Abrasion = 10 percent Sodium Sulfate Soundness = 0.4 percent Air Entrainment — MB AE 90 Master Builders Water Reducer — Polyheed RI Master Builders Retarder — Pozzolith 981 Master Builders Reinforcing Steel — Black Rebar B. Ameristeel — Jacksonville Rebar Division Item 30102ZN, Aggregate Base, Grading C or D Supplied by Devcon Corporation from its St. Thomas, VI quarry Maximum Dry Density = 136.4 pounds per cubic foot Optimum Moisture = 6.4 percent Sodium Sulfate Soundness = 5.9 percent Item 40101BC, Hot Asphalt Concrete Pavement, Class B Grading C Supplied by Island Roads Corp. from its St. Thomas, VI plant Design Asphalt Content = 5.3 percent Theoretical Maximum Density = 151.6 pounds per cubic foot Liquid AC ~ Penetration = 63 Anti Strip = none Coarse Aggregate — Specific Gravity = 2.69 grams per cubic centimeter Absorption = 0.44 percent LA Abrasion = 10 percent Sodium Sulfate Soundness = 0.4 percent Fine Aggregate — Specific Gravity = 2.73 grams per cubic centimeter Absorption = 2.33 percent ‘ Sodium Sulfate Soundness = 11.2 percent Item 40101BED, Hot Asphalt Concrete Pavement, Class B Grading E Supplied by Island Roads Corp. from its St. Thomas, VI plant Design Asphalt Content — 5.6 percent Theoretical Maximum Density = 151.8 pounds per cubic foot Liquid AC — Penetration = 63 Anti Strip = none Coarse Aggregate — Specific Gravity = 2.69 grams per cubic centimeter Absorption = 0.44 percent LA Abrasion = 10 percent Sodium Sulfate Soundness = 0.4 percent Fine Aggregate — Specific Gravity = 2.73 grams per cubic centimeter Absorption = 2.33 percent Soundness = 11.2 percent Experimental or New Features - None Cc. Changes and Problems - 1. Changes - Contract Modification No. 1 — This CM made the following adjustments to the contract: 1. Adjusted/decreased the contract item quantities as required for items that had underruns. 2. At the Route 35/40 site we had an existing AT&T fiber-optic line running through the limits of excavation at a depth of 550 millimeter below top of asphalt grade. Its existence and location were as shown in the plans. However, the conduit was backfilled with a protective layer of concrete 508 millimeter high by 150 millimeter wide - this was not identified in the plans. To suspend the conduit off of our shoring tn mid air on 2.5 meter centers (as was the contractor’s proposal), dictated that the concrete be removed so it could be handled. Since the fiber optic line was very valuable, to insure no damage occurred, the concrete was removed by hand using a 15 pound chipping hammer. This could not be done all at once, but little by little as the excavation progressed. The protective concrete covering was poured back at the end of the job to return the fiber-optic line to its original condition. The height was a bit less- 407 millimeter, to keep it below our new HACP pavement. The length of concrete removal and replaced was 70 meters. Cost to remove the existing concrete = $45.00 per meter x 70 meters = $3,150.00 Cost to pour the concrete back = $98.40 per meter x 70 meters = $6,888.00 Contract time added to perform this additional work = 11 working days At the Route 33 site we had existing raised pavement markers at centerline. They were removed during the pavement’s reconstruction and had to be replaced upon completion of paving to return the road to its original condition. The contract failed to address this issue. The estimated quantity of raised pavement markers were 100 each. Cost to place new raised pavement markers = $15.00 each x 100 = $1,500.00 Contract time added to perform this additional work = | working day 3. At the Route 33 site we encountered wire mesh reinforced concrete pavement of varying depth (50 millimeter to 150 millimeter thick) from Station 1+031 to 1+086 underneath the existing asphalt pavement. This was not indicated on the plans. Total length of roadway reconstruction was Station 1+025 to 1+120 or 95 meter. Total length of roadway with wire mesh reinforced concrete pavement under the asphalt was 55 meters or 58 percent of the roadway reconstruction. To reconstruct the right lane, it had to be removed. The contractor requested no additional payment to remove this concrete pavement. Contract time added to perform this additional work = 3 working days 4. At the Route 33 site the contractor was delayed by 1 week from beginning placement of concrete for the new retaining wall. This was due to the fact that the concrete plant ran out of cement, and the next scheduled delivery was a week late. The cement was transported from Venezuela by boat. Any number of things could cause a delay — bad weather, customs delays, etc. St. Thomas was last on the delivery route so any delay along the way affected delivery time. The contractor was ready to begin placing concrete on February 24”, but could not begin until March 2™. This issue did not involve any money. Contract time added for this delay =5 working days. 5. At the Route 35/40 site the contractor was delayed by 1 week from beginning work because the project engineer and VI Government insisted that the variable message boards be placed in service | week prior to reducing traffic from two lanes to one as part of our public advance notification plan. The Route 35/40 intersection is a major one with very high volume of traffic. The contractor was ready to switch traffic on February 9", but had to wait until the 17" (no work allowed on the 16" because it was a Federal holiday). There was no wording in the contract requiring a week’s advance notification, so the FHWA was obligated to extend the contract time for this delay. This issue did not involve any money. Contract time added for this delay = 5 working days. 6. Ai the Route 35/40 site the contractor was required to maintain electric and phone service to the one residence directly below our work site. The contractor’s plan was to temporarily put the meters on a wooden post out of our way, construct the new wall, then put the meters back in their original location on a new concrete meter pedestal. WAPA informed us that the original location was an “illegal” one. Meaning there was no place for the meter readers to pull off the road to read the meter. This resulted in traffic delays and safety issues since they had to stop their vehicle in the middle of the travel lane. Since we had to take out the old meter anyway, WAPA iosisted that the new meter pedestal be located at the driveway’s entrance to the residence. This is what the contractor did, but since the meter was now 70 meters away from where it was before, they had to run two 2-inch conduits for electricity and one 1-inch conduit for phone underground to bring it back to where it originally entered the resident’s house. As a result the contractor’s costs were significantly higher than what was anticipated. There was also an issue with time. The contractor had the new box and conduit installed and ready for service to be switched on March 24". In spite of the contractor’s pleas for WAPA to come out and switch service, they did not do so until April 5" This resulted in the contractor having to stop excavation at the end of the day on March 26™ (he could not proceed any further with the old service pedestal in the way). No excavation could be performed from March 29" to April 5". Excavation resumed on April 6". The contractor’s original lump sum bid price was $5,000.00. His new price was $11,712.50. This resulted in an increase in the item’s cost of $6,712.50. Contract time added for this delay = 6 working days. 7. During construction of the new retaining wall at the Route 35/40 site, traffic was detoured onto the road that runs by Drake’s Seat per the plans. This route was in bad shape — very narrow and the pavement was falling apart. In two areas (both 45 meters long) the road was not wide enough for two large vehicles to pass safely. There had a bank on one side 3 meters high, and 8 guardrail with a 30-meter very steep drop-off on the other side. To correct the situation these two narrow areas were widened by cutting back the bank 1.5 meters, placing 100 millimeters of aggregate base, and 65 millimeters of hot asphalt class B grading E to widen out the asphalt roadway 1.5 meters. The contractor also placed hot asphalt to eliminate drop-offs along the edge of the asphalt pavement as needed throughout the detour route. The cost to perform this additional work was $51,740.00. Contract time added for this additional work = 7 working days. This time increase was inadvertently omitted from C.M. #1, so it was added to the time on C.M. #2. The total increase to the contract amount for C.M. #1 = $61,840.50. The total time added to the contract for C.M. #1 = 31 working days or 46 calendar days. The revised contract completion date was July 14, 2004. CM No. 2 — This CM made the following adjustments to the contract: 1. Adjusted the quantities overruns/underruns for the contract at job completion. These adjustments resulted in a net increase of $5,261.00 to the final contract amount. 2. At the Route 35/40 site the contractor was delayed by 1 week from beginning placement of concrete for the new retaining wall’s parapet. This was due to the fact that the concrete plant ran out of cement, and the next scheduled delivery was a week late. The contractor was ready to begin placing concrete on June 29", but the concrete plant could not produce any material without the cement. The contract completion date was extended by 5 working days for this issue. The concrete plant resumed producing mix on July 7", but due to the demand island-wide for mix and pump trucks, other jobs were ahead of ours. July 7" through the 9" the contractor was not able to schedule a pump truck because they were busy on other jobs. The contract completion date was extended by 3 working days for this issue. On July 16" the contractor was ready to pour the last sections of the parapet wall. So much activity with other developments on the island had the concrete plant backed up with work that the soonest they could deliver was the 22". The contractor poured on the 22" but lost 4 working days in the process. The contract completion date was extended by 4 working days for this issue. As a result of the initial one-week’s delay in the cement shipment, things snowballed into 3 delays as described above totaling in a loss of 12 working days. This issue did not involve any money. 3. To perform the additional work to widen the detour road around Drake’s seat it was estimated in C.M. #1 that 30 metric tons of asphalt would be needed. In actuality it took 49 metric tons, which caused the contractor to spend 8 working days (vs. the 7 days originally estimated) to complete this work. On Route 40 about 300-feet east of the Route 35/40 intersection there was an area where the existing asphalt roadway had settled. This was beyond the projects limits of work, but the VI Government requested that asphalt be placed to eliminate this bad bump. The contractor spent | day placing asphalt here to smooth out the ride. For these 2 issues, the contract completion date was extended by 2 working days. Payment for the additional hot asphalt was made under existing Item 40101BED. 4. The plans called for new guardrail to be installed at the Route 35/40 site tying our new retaining wall to existing guardrail. The estimated quantity was 20m. We had to increase this an additional 11m (31 m total) to better fit the radius at the intersection, and replaced a damaged section of existing rail at the work limit. The contract completion date was extended by 1 working day for this issue. Payment for the additional guardrail was made under existing Item 61701DBBA. 5. At the Route 35/40 site the contractor had trouble obtaining aggregate base to reconstruct the roadway’s right lane. All of the island’s supply was being eaten up by a big project building new cruise ship docks at Crown Bay Marina. It actually took 7 working days (August 5" through August 13") to place the aggregate base. Per the contractor’s schedule this operation should have taken 2 days (which seems reasonable). The contract completion date was extended by 5 working days for this issue. This issue did not involve any money. 6. C.M. #1 addressed the addition of work to widen the detour road around Drake’s Seat. Additional time was warranted to perform this work. The contractor requested 7 working days. The IGE concurred with the contractor’s request of 7 working days. However, when the C.M. was prepared the 7 working day extension of time for this issue was omitted. The contract completion date was extended under CM #2 by 7 working days for this issue. The total change to the contract dollar amount for C.M. #2 = $5,261.00. The total time added to the contract for C.M. #2 = 27 working days or 37 calendar days. The revised contract completion date was August 20, 2004. 2. Significant Overruns/Underruns - Underruns: Item 15703, Silt Fence — The silt fence was not needed at the Route 35/40 site because we had an existing retaining wall along the adjacent landowner’s driveway that prevented any runoff from leaving the work area. This item underran by 43 meters or 22 percent of the contract quantity. Item 20302AB, Removal of Structure and Obstruction (Retaining Wall) — The plans called for removal of the existing concrete retaining wall at the 10 Route 35/40 site. There was no existing wall there. The designers may have thought there was one there because the guardrail posts were embedded in concrete that was 2-feet thick. It was this concrete that had undermined and started sliding down the bank. In reality there was just an embankment on a 45 degree angle. This item underran by 51 meters or 35 percent of the contract quantity. Overruns: Item 20301D, Removal of Utility Poles (Abandoned) — Additional utility poles were encountered (not shown on the plans) which had to be removed at the Route 33 site to construct the new retaining wall. The item overran by 2 each or 100 percent of the contract quantity. Item 20302AB, Removal of Structure and Obstruction (Concrete Paved Waterway) — The Route 35/40 site contained an existing concrete paved waterway. Following several asphalt overlays this was covered up and no longer visible, so the designers probably didn’t realize it was there. To construct our new retaining wall, this old paved waterway had to be removed. This item overran by 66 meters or 51 percent of the contract quantity. Item 61701 DBBA, Guardrail System G4, Type 2, Class B (Steel Posts) — At the Route 35/40 site the plans called for stopping and tying the new guardrail into existing at Station 2+100. The new guardrail had to be extended around the intersection to have a smooth transition from new to existing. This item overran by 11 meters or 55 percent of the contract quantity. Item 63401HA, Pavement Markings, Type H, Solid — At the Route 35/40 site the VI government requested that a hot asphalt wedge and level be placed at a section of Route 40 that had settled. This then had to be restriped which accounted for the overrun in the striping quantity. This item overran by 306 meters or 32 percent of the contract quantity. Recommendations - 3. 11 None Claims - None IV. CONSTRUCTION ENGINEERING 1. Project Engineer - Mark Mullholand Other Contacts - Wystan Benjamin — Virgin Islands Department of Public Works - program manager Nelson Petty — Virgin Islands Department of Public Works - assistant construction engineer Wanda Barksdale/Impson — AT&T fiber optics representative Partnering — All parties agreed to informal partnering. Bimonthly meetings were held to discuss the Job’s progress and any problems. 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Ofa}) AE Uf $404 Oseit DUAR _ — 5 ; o__¢ 2. 45 a} | 104) GOR o. id sf oer AY uo os E NVTd d3i$ ONILIOS 1 0og ete (PN eda cae 2 = 008Y Bla len — Ea BOM « |E JOEY Ste oF gt “a (thy OOF g ——t, Pim lby a OTH Stee sy 704) O02 8 \] & OH Fte— Py t | : 4 r ; | | LT now 40 90s Wary t/t. * —t s 1 5 is og 2 a J EB yo A iw 20004 81 tb HOGIY Ste / HONIAAy) Styyo0} yo SyUP} UVLI GUNGHFAO HLIM L3dvuVd <c0RrSeo reureo S| 23K a 18 Spm SMH eset sie 5 ia Bl ry ry a PH a ‘a 05 ES R t tts ele = FIRMS ay TABULATION OF BIDS Schedule: 4 Project No.: VI NH-999%88) Project Name: RETAINING WALLS, CROWN MOUNTAIN ROAD AND INTERSECTION OF ROUTES 35 & 40. State Vf Opened a= St Thomas, V1 County: ST. THOMAS By: Peggy Schaad ST. THOMAS, USVI Date: 07/17/03 [ certifv that chis Bid Tabulation “OD reflects the bids received and protitly opened for this solicitation. Signed: Warns AG Title: Contracting Specialist Date: July 30, 2003 Contract Awarded to: Island Roads corporation Date: July 30, 2003 Contractor . Bid Amount Responsive Isiand Roads Corporation 1,063,900.00 6501 Red Hook Plaza Suite 201 Saint Thomas, VI 00802 VI. Cement & Building Product, ENC {,106,854.00 P. O. Box 7368, Estate Mariend St. Thomas, VI 00801 Tip Top Construction Company 1,128,346.95 5064 Estate Mt. Welcome Christiansted, St. C, VI 00820 Betteroads Asphalt Corporation 1,334,469.18 - 7 P. O. Box 21420 San Juan, PR 00928-1420 Engineer’s Estimate 940,000.00 TABULATION OF BIDS Date: 07/21/03 Schedule: A Project No.: VI NH-9999 (88) Project Name: RETAINING WALLS, CROWN MOUNTAIN ROAD AND INTERSECTION OF ROUTES 35 & 40. BID TOTAL CHECK PASS Bidder’s Computed Bidder Bid Amount Bid Amount FTOr Island Roads Corporation 1,0463,900.00 1,063,900.00 VL. Cement & Building Product, INC 1, 106,854.00 1,}06,854.00 Tip Top Construction Company 1,128,346.95 ' — 1,128,346.95 Betteroads Asphalt Corporation SO $334,469.18 ‘ 1,334,469. 18 The apparent low bidder is 13 % above the engineer's estimate. TABULATION OF BIDS Scneduie: A Project No.. VI NH-9999(88)} Project Name: RETAINING WALLS, CROWN MOUNTAIN ROAD AND INTERSECTION OF ROUTES 35 & 40. Page | Date: 07/22/03 ltem ltem item . Unit No. Unit Description Quantity Price Amount 15103 LPSM Mobilization Island Roads Corporation ALL 100,000.00 100,000.00 V.1. Cement & Building Product, INC 118,000.06 118,000.00 Tip Top Construction Casmpany 116,053.00 116,053.00 Betteroads Asphalt Corporation 78,328.18 78,328.18 ENGINEER'S ESTIMATE "73,963.00 73,963.00 15201 LPSM Construction survey and staking {Island Roads Corporation ALL 5,000.00 5,000.00 VJ. Cement & Building Product, INC 5,000.00 15,000.00 Tip Top Construction Company 8,000.00 8,000.00 Betteroads Asphalt Corporation 21,420.00 21,420.00 ENGINEER'S ESTIMATE 38,000.00 38,000.00 15401 LPSM Contractor testing Istand Roads Corporation ALL 10,000.00 10,000.00 VI. Cement & Building Product, INC ~ 15,000.00 15,000.00 Tip Top Construction Company 6,750.00 6,750.00 Betteroads Asphalt Corporation 64,319.50 64,319.50 ENGINEER'S ESTIMATE 19,000.00 19,000.00 15703 m Silt fence Island Roads Corporation 200 15.00 3,000.00 V.E. Cement & Building Product, INC 14.00 2,800.00 Tip Top Construction Company 16.41 3,282.00 Betteroads Asphalt Corporation 28.10 5,620.00 ENGINEER'S ESTIMATE 25.00 5,000.00 20301D Each Removal of utility poles (Abandoned) Island Roads Corporation 2 500.00 1,000.00 V.I. Cement & Building Product, INC 600.00 1,200.00 Tip Top Construction Company 250.00 500.00 Betteroads Asphalt Corporation 428.40 856.80 ENGINEER'S ESTIMATE 500.00 1,000.00 20302AB m Removal of structure and obstruction (Concrete Paved Waterway) Island Roads Corporation 130 40.00 5,200.00 V.L. Cement & Building Product, INC 36.50 4,745.00 Tip Top Construction Company 19.t5 2,489.50 Betteroads Asphalt Corporation 52.36 6,806.80 ENGINEER'S ESTIMATE 100.00 13,000.00 TABULATION OF Senetiure ran Project No. VI NH-9999(88) BIDS Date: 07/21/63 Project Name RETAINING WALLS, CROWN MOUNTAIN ROAD AND INTERSECTION OF ROUTES 35 & 40. tem te . No tn Desenotion Quantity Pe Amount 20302AB m Removal of structure and obstruction (Retaining Wall) Island Roads Corporation 145 100.00 14,500.00 VI. Cement & Building Product, INC 210.00 30,250.00 Tis Tsp Construction Company 752 (7 600 <6 Betreroads Aspaait Corporation 142.80 20,706.00 ENGINEER'S ESTIMATE "=~ 65.00 9,425.00 20302W ™m Removal of guardrail Island Roads Corporation 110 20.00 2,200.00 V.L Cement & Building Product, INC 20.00 2,200.00 Tip Top Construction Company 27.35 3,008.50 Betteroads Asphalt Corporation 27.00 2,970.00 ENGINEER'S ESTIMATE 24.00 2,640.00 20307 m Sawcutting pavement Island Roads Corporation 235 30.00 7,050.00 V.L Cement & Building Product, INC . 16.00 3,760.00 Tip Top Construction Company 13.13 3,085.55 Betteroads Asphalt Corporation 3.57 838.95 ENGINEER'S ESTIMATE 8.00 1,880.00 20401 m3 Roadway excavation Island Roads Corporation 170 50.00 8,500.00 VI. Cement & Building Product, INC 40.00 6,800.00 Tip Top Construction Company 45.78 7,782.60 Betteroads Asphalt Corporation 47.60 8,092.00 ENGINEER'S ESTIMATE 35.00 5,950.00 20801 m3 Structure excavation Island Roads Corporation 985 50.00 49,250.00 V.1. Cement & Building Product, INC 30.00 29,550.00 Tip Top Construction Company 52.32 51,535.20 Betteroads Asphalt Corporation 65.68 64,694.80 ENGINEER'S ESTIMATE 40.00 39,400.00 20803 m3 Structural backfill Island Roads Corporation 740 100.00 74,000.00 VI. Cement & Building Product, INC 25.60 18,944.00 Tip Top Construction Company 83.20 65,334.60 Betteroads Asphalt Corporation 95.20 70,448.00 ENGINEER'S ESTIMATE 35.00 25,900.00 TABULATION OF BIDS Schedule: A Project No.; VI NH-99995 (88) Date: 07/21/93 Project Name: RETAINING WALLS, CROWN MOUNTAIN ROAD AND INTERSECTION OF ROUTES 35 & 46. item Item t . Unit No. Unit Deserotion Quantity Price Amount 20804 LPSM Shoring and bracing Island Roads Corporation ALL 60,000.00 60,000.00 V.1. Cement & Building Product, INC 10,000.00. 10,000.00 Tip Top Construction Company 32,300. 32,300.00 Betteroads Asphalt Corporation 43,2029 43,202.95 ENGINEER'S ESTIMATE * 45,000.00 45,000.00 25803 m3 Reinforced concrete retaining wall Island Roads Corporation 555 900.00 499,500.00 V.1. Cement & Building Product, INC 837.00 464.535.00 Tip Top Construction Company 882.90 490,009.30 Betteroads Asphalt Corporation 895.70 497,113.50 ENGINEER'S ESTIMATE 530.00 294,150.00 30102ZN m2 Aggregate base, grading C or D, 150 mm depth Island Roads Corporation 600 20.00 12,000.00 V.L Cement & Building Product, INC 1250 7,500.00 Tip Top Construction Company 83.72 50,232.00 Betteroads Asphalt Corporation 8.90 5,340.00 ENGINEER'S ESTIMATE 21.00 12,600.00 4010iBC t Hot asphalt concrete pavement, class B, grading C Island Roads Corporation 120 200.00 24,000.00 V.I. Cement & Building Product, INC 270.00 32,400.00 Tip Top Construction Company 247.95 29,754.00 Betteroads Asphalt Corporation 238.00 28,560.00 ENGINEER'S ESTIMATE 175.00 21,000.00 40}0i1BED t Hot asphalt concrete pavement, class B, grading E, type 4 pavement smoothness Istand Roads Corporation 210 200.00 42,000.00 V.]. Cement & Building Product, INC 248.00 52,080.00 Tip Top Construction Company 247.95 52,069.50 Betteroads Asphalt Corporation 238.00 49,980.00 ENGINEER'S ESTIMATE 166.00 34,860.00 41202AA | Tack coat, grade RS-| Island Roads Corporation 630 5.00 3,150.00 V.[. Cement & Building Product, INC 1.00 630.00 Tip Top Construction Company 132 831.60 Betteroads Asphalt Corporation L.19 749.70 ENGINEER'S ESTIMATE 1.70 1,071.00 iy TABULATION OF BIDS Project No.) Vi NH-9999 (38) Project Name: RETAINING WALLS, CROWN MOUNTAIN ROAD AND INTERSECTION OF Date: 07/22/02 ROUTES 35 & 40. Item Item Tre . i No. Unit Description Quantity Pee Amount 41301F m2 Asphalt pavement milling, 50 mm depth Island Roads Corporation 1,090 20.00 21,800.00 VE Cement & Building P-oduct INC 7 23,980.00 7 “ap Censtvornea Company 29.20 32,591.00 Betieroads Aspnalt Corporation 11.90 {2,97 11k ENGINEER'S ESTIMATE 17.00 18,530.00 60801D m2 Paved waterway, type 4 Island Roads Corporation 180 100.00 18,000.00 VJ. Cement & Building Product, INC 65.00 11,700.00 Tip Top Construction Company 65.78 11,840.40 Betteroads Asphalt Corporation 98.20 17,676.00 ENGINEER'S ESTIMATE 115.00 20,700.00 6170IDBBA m Guardrail system G4, type 2, class B (steel posts) Island Roads Corporation 20 100.00 2,000.00 VI. Cement & Building Product, INC 160.00 3,200.00 Tip Top Construction Company 328.20 6,564.00 Betteroads Asphalt Corporation 300.00 6,000.00 ENGINEER'S ESTIMATE 140.00 2,800.00 61706 Each Connection to structure Island Roads Corporation ] 500.00 500.00 VI. Cement & Building Product, INC 1,000.00 1,000.00 Tip Top Construction Company 2,200.00 2,200.00 Betteroads Asphalt Corporation 1,630.00 1,630.00 ENGINEER'S ESTIMATE 750.00 750.00 63304CC m2 Signs, aluminum panels, type 3 sheeting Island Roads Corporation 10 150.00 1,500.00 VJ. Cement & Building Product, INC 525.00 5,250.00 Tip Top Construction Company 598.00 5,980.00 Betteroads Asphalt Corporation 375.00 3,750.00 ENGINEER'S ESTIMATE 375.00 3,750.00 63308A Each Removing and resetting sign Island Roads Corporation l 300.00 300.00 V.1. Cement & Building Product, INC 300.00 300.00 Tip Top Construction Company 1,200.00 1,200.00 Betteroads Asphalt Corporation 375.00 375.00 ENGINEER'S ESTIMATE 150.00 150.00 Aa Page wr iABCLATION GF Sios Date: 67/22/92 Schedule: A Project No.. VI NH-9999(88) Project Name: RETAINING WALLS, CROWN MOUNTAIN ROAD AND INTERSECTION OF ROUTES 35 & 40. Item lier t . Unit No. Lint Descration Quantity Price Amount 63311AA Each Posts, steel U-channel Island Roads Corporation 25 50.00 1,250.00 VI. Coment & Buiiding Product, INC 50.00 1250.00 Tip Top Consiniction Company 250.00 6,250.00 Betteroads Asphalt Corporation , 80.00 2,000.00 ENGINEER'S ESTIMATE * [25.00 3,125.00 63401HA m Pavement markings, type H, solid Island Roads Corporation 960 10.00 9,600.00 VI. Cement & Building Product, INC 6.75 6,480.00 Tip Top Construction Company 10.66 10,233.60 Betteroads Asphalt Corporation 15.00 14,400.00 ENGINEER'S ESTIMATE 3.60 3,456.00 6350} LPSM Temporary traffic control Island Roads Corporation . ALL 25,000.00. 25,000.00 V.1. Cement & Building Product, INC 100,000.00 , 100,000.00 Tip Top Construction Company 23,500.00 23,500.00 Betteroads Asphalt Corporation 158,850.00 158,850.00 ENGINEER'S ESTIMATE 40,000.00 40,000.00 63524 Each Variable message sign {sland Roads Corporation 5 2,500.00 12,500.00 V.I. Cement & Building Product, INC 16,000.00 80,000.00 Tip Top Construction Company 3,500.00 17,500.00 Betteroads Asphalt Corporation Se, 16,000.00 80,000.00 ENGINEER'S ESTIMATE 28,000.00 140,000.00 63529 Each Temporary traffic signal system Island Roads Corporation 1 20,000.00 20,000.00 VI. Cement & Building Product, {NC 20,000.00 20,000.00 Tip Top Construction Company 29,975.00 29,975.00 Betteroads Asphalt Corporation 8,750.00 8,750.00 ENGINEER'S ESTIMATE 30,000.00 30,000.00 63644 LPSM Relocation and adjustment of utilites (Electric & Telephone Service to Residence) Island Roads Corporation ALL 5,000.00 5,000.00 VA. Cement & Building Product, INC 10,000.00 10,000.00 Tip Top Construction Company 28,950.00 28,950.00 Betteroads Asphalt Corporation 12,625.00 12,625.00 ENGINEER'S ESTIMATE 5,000.00 5,000.00 2A Page f ~ L > Ce rn 9 is A TION ta vite aw Ce vu ~~ Schedus 4 Vi NH-9999 (88} Project No. Project Name: RETAINING WALLS, CROWN MOUNTAIN ROAD AND INTERSECTION OF ROUTES 35 & . 40. Item Item Item Unit No Unit Quantity Price Amount Description 63701 Each Field office Island Roads Corporation 20,000.00 20,000.00 V1. Cement & Building Product, INC 25,000.00 25,000.00 fF ~ Tip 7300.00 7300.00 Betteroads Aspnalt Corporation a Zé 346 < 3 : ‘ CO ENGINEER'S ESTIMATE 118,500.00 18,500.00 63705 CTSM Long distance calls Island Roads Corporation ALL 100.00 100.00 VI. Cement & Building Product, INC 100.00 100.00 Tip Top Construction Company 100.00 160.00 100.00 100.00 Betteroads Asphalt Corporation ENGINEER'S ESTIMATE [,000.C9 1,000.00 63801 Each Locate utilities Island Roads Corporation 1,000.00 6,000.00 500.00 V.L Cement & Building Product, INC 3,000.00 Tip Top Construction Company 1,375.00 8,250.00 Betteroads Asphalt Corporation 1,500.00 9,000.00 ENGINEER'S ESTIMATE 1,400.00 8,400.00 VI NH-9999 Island Roads Corporation 0.00 0.00 V.I. Cement & Building Product, INC 0.00 0.00 Tip Top Construction Company 0.00 0.00 Betteroads Asphalt Corporation 0,00 0.00 ENGINEER'S ESTIMATE 0.00 0.00 te 4 TABULATION ‘re 6 BiDS Date: 07/21/03 Schedule: aA Project No.. VI NH-9999(88) Project Name: RETAINING WALLS, CROWN MOUNTAIN ROAD AND INTERSECTION OF ROUTES 35 & 40. BID ITEM CHECK PASS Bidder [tem No. Bidder's Computed Extension Extension No extension errors in this Schedule. Federal Highway Administration Eastern Federal Lands Highway Division 21400 Ridgetop Circle Sterling, VA 20166-6511 DTFH71-03-C-00022 Revised October 967 PUBLIC VOUCHER FOR PURCHASES AND |“ imna2000 SERVICES OTHER THAN PERSONAL U.S. DEPARTMENT, BUREAU, OR ESTABLISHMENT AND LOCATION DATE VOUCHER PREPARED SCHEDULE NO. U.S. Department of Transportation CONTRACT NUMBER AND DATE PAID BY 8/25/03 REQUISITION NUMBER AND DATE [island Roads Corporation PAYEE'S 6502 Red Hook Plaza DATE INVOICE RECEIVED otis St. Thomas, VI 00802 ADDRESS DISCOUNT TERMS PAYEE'S ACCOUNT NUMBER 230307 /03 COZLZOODO SHIPPED FROM TO WEIGHT GOVERNMENT Bil, NUMBER NUMBER DATE OF ARTIGLES OR SERVICES UNIT PRICE AMOUNT AND DATE DELIVERY (Enter description, tam number of contract or Federal supply QUAN- OF ORDER OR SERVICE schedule, and other it ry} ny COST PER (1) Final Estimate No. 10, FINAL PAYMENT. This is final settlement of construction for U. S. Virgin Islands Project Vi NH-9999(88). Finai settlement is specifically conditioned upon the execution of the Contractor's Release attached hereto and incorporated herein. By: VA A.SMITH Tite: ~PRresppev7 Date: O; [o, los {Use continuati if Y) (Payee must NOT use the space below} TOTAL $5,500.00 PAYMENT: APPROVED FOR EXCHANGE RATE PROVISIONAL =$ 5,500.00 =$1.00 DIFFERENCES COMPLETE BY 2 ry rar sald BA Filter X | FINAL D Id W. Mill ‘ ZA fEl9 - Amount verified; correct for payment PROGRESS ona Miter LOULOD - - ADVANCE TITLE . ; (Signature or iniflais) Director, Project Delivery Pursuant to authority vested in me, I certify that this voucher is co! (0 [04 _¢ ; and proper for payment. Administration Program Coordinator ad (Date) (Authorized Certifying Officer) (Title) ACCOUNTING CLASSIFICATION A Proj#: 1515 78 9999 088 Org#: 15 78 000 000 Task#: 540.00.6320.78 WW F CHECK NUMBER ON TREASURER OF THE UNITED STATES CHECK NUMBER ON (Nanie of bank} i} . CASH DATE PAYEE 3 Y 13 1 When stated in foreign currency, insert name of currency. FOR 2 if the ability te certify and authority to approve are combined in ong person, one signature only is necessary, otherwise the ' approving officer wit sign in the space provided, over his official title. . 3 When a voucher is receipted in the name of a company or corporation, the name of the person wafting the company or corporate TITLE name, as weil as the capacily in which he signs, must appear. For example: "John Doe Company, per John Smith, Secretary”, or “Treasurer”, as the case may be. : Previous edition usable NSN 7540-00-900-2234 PRIVACY ACT STATEMENT The information requested on this form is required under the provisions of 31 U.S.C, 82h and 82c, for the purpose of disbursing Federal money, The information requested is ta identify the particular creditor and the amounts ip be paid. Failure to furnish this Infonraton will ‘of the payment obligation. ; le CEIVED JAN 4 2005 CONSTRUCTION AR = (Sy Li {ieee = Fi iow WF DEPARTMENT OF TRANSPORATION | CONTRACT NO. CONTRACTOR'S RELEASE " DTFHT71-03-C-00022 ya and address) | SUM OF Island Roads Corboration Five Thousand Five Hundred Dollars and Zero Cents $a RET HOOK Plaza i CONSHRYUGHION oo802 DOLLARS ($) 5,500.00 i t 1 In consideration of the sum stated above, which has been paid or is to be paid to the Contractor, or his assignees, the Contractor, upon payment of the said sum by the UNITED STATES OF AMERICA (hereinafter called the Govern- ment), does remise, release, and discharge the Government, its officers, agents, and employees, of and from all liabilities, obligations, claims, and demands whatsoever under or arising from the said contract, except: L. Specified claims in stated amounts or in estimated amounts where the amounts ar not susceptible of exact statement by the Contractor, as follows: 2. Claims, together with reasonable expenses incidental thereto, based upon the liabilities of the Contractor to third parties arising out of the performance of this contract, which are not known to the Contractor on the date of the execution of this release and of which the Contractor gives notice in writing to the Contracting Officer within the period specified in the said contract: and 3. Claims for reimbursement of costs (other than expenses of the Contractor by reason of his indemnification of the Government against patent liability), including reasonable expenses incidental thereto, incurred by the Con- tractor under any provisions of the said contract relating to patents. The Contractor agrees, in connection with patent matters and with claims which are not released as set forth above, that he will comply with all provistons of the said contract, including without limitation those provisions relating to notifications to the Contracting Officer and relating to the defense or prosecution of litigation. IN WITNESS WHEREOF, this release has been executedthis __\"" dayof = ANU At, 2905 WITNESSES Tecan Roa CokpotaAtiow mtractor) BY fit ASM (TH TITLE Dpetiy NT NOTE: Jn the case of a corporation, witnesses are not required, but the certification below must be completed. CERTIFICATE L INNA tr Sm (tr , certify that I am the PR el a7 secretary of the corporation named as Contractor in the foregoing release; that foubtev SAH who signed said release on behalf of the Contractor was then _ PRefikewT of said corporation; that said release was duly signed for and in behalf of said corporation by authority of its governing bady and is within the scope of its corporate powers. r (CORPORATE SEAL) Form DOT F 4220.4 a6 yy anympesn 102 00 009'S$ 00 009'S$ WLOL JOPEUIPIOOD WiesGOsg UONBNSIUUpY ‘asooy "7 Bp BAT layep . 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Ree +6 %W9b'S6 MLE LG ~400°00! %00'001 uonadwos [enuelsqns $0/0Z/80 ele ZLE ZOOO# WO Aq Ze Lood# WO Aq Sy 622 vO/GZ/SO €O/F LOL Z000# WD Jad y0/0z/E0 SIND Supnjou! junowe )3e1jU03 junoWe pLeMme )d2s}UCD salynuend jeul) ‘Go/SO/LO 'ZO00# WO porrt/£0 *LO00# WD SNNYY3AO OL SN SSVSYOAd WWwLlLOL SNNYYSAO OL SNC ASVSYON! WLOL SWO OL SN FSvsewdo3z0 W1OL SW OL ANG SSWSYON! WLOL dasn 1a50N¢8 3D PS}HO|/E/HEP 0} d38N SGNN3 39 payoyje/ajep o} GSN SONNJ Y¥LSNOS ayqeqoidyayep 0) 3LAINIOD YOM pamolle/ajep O} dasn awit ALVd Ol dasn SAvd damon SAV WWLlOL CS LNVuD SNOISNSLX3 ‘SaMOT¥ SAVO "BLEIMWOO LOVYLNOS 3Lvd ‘NID3E SAIL SLvd euy ‘Ol # ALVIILS - OF F SE SALY AO NOILOASUAINI ¥ CU NIVINOOW NMOUD NO STIVAA ONINIVITSE - (88)6666-HN IA NOILVULSININGY AVMHDIH SANVT TVUFd2I NUZLSV3 NOILVULSININGY AYMHOIH TVesdss NOILVLYOdSNVUL JO LNINLYvdad ‘$n 9309 390d GOVERNMENT OF THE VIRCIN ISLANDS OF THE UNITED STATES —-G——_— PUBLIC WORKS DEPARTMENT 6244 SUS BASE ST. THOMAS, V.). GOBO2.5a05 OFFICE OF THE COMMISSIONER TEL.: (340) 776-4944, ExT, 207/208 (340) 774-1301 FAX: (340) 77.4-8B6D January 13, 2005 Melisa L. Ridenour, Division Engineer Department of Transportation — Federal Highway Admynistration _Eastern Federal Lands Highway Division 21400 Ridgetop Circle ~ Sterling, Virginia 20166-6511 Re: FINAL ACCEPTANCE, Project NH-9999(88) St. Thomas, US Virgin Islands Retaining Walls Dear Ms, Ridenour: We are pleased to advise you that the work performed on the subject project was satisfactorily completed in substantial conformity with the Plans and Specifications provided. Contract time was stopped on August 20, 2004 the day the project was considered substantially complete. Final inspection was held on August 24, 2004 and al} punch-list work has been completed as directed. Final Acceptance on above-referenced project is effective as of September 14, 2004. As of that date, the contractor was Telieved of any further maintenance obligations and all punch list items were completed. Sincerely, Wayne D. Callwood, P.E. Commissioner . woe a9? xc: Aloy Nielsen, Acting Deputy Commissioner of Engineering, DPW Wystan Benjamin, P-E., Design/Construction Program Manager, DPW Christopher Schneider, COE, EFLHD Mark Mullholand, Project Engineer, EFLHD File . DEC 28 om: cue Refer to: HFCO-15 Mr. Andrew Smith Vice President Island Roads Corporation 6501 Red Hook Plaza, Suite 201 St. Thomas, VI 00802 Subject: Project Closeout Contract No. DTFH71-03-C-00022 Project VI NH-9999(88), Retaining Walls on Crown Mountain Road and Intersection of Routes 35 and 40 Dear Mr, Smith: We are pleased to advise you that all work performed on the above referenced project has been satisfactorily completed in substantial conformity with the plans and specifications. Final Acceptance was effective on September 30, 2004, and as of that date you were relieved of further maintenance obligations. Enclosed please find the following documents for Project VI NH-9999(88): © The final estimate (Estimate No. 10). e Two copies of Contract Modification (CM) No. 0002. e Three copies of Form 4220.4, Contractor’s Release. e Three copies of Form 1034, Public Voucher for Purchases and Services Other than Personal. You are requested to sign and return both copies of CM No. 0002 and all three-copies of Forms 4220.4 and 1034, which are based on the final estimate. One copy of CM No. 0002, with all the appropriate signatures, will be returned to you for your records. Upon receipt of the executed documents, we will process the final payment. er 44 If you have any questions, please contact Mr. Christopher J. Schneider, Consiruction Operations Engineer, at 703-404-6272. Sincerely yours, mee fs/ Douglas E. Have Eduardo A. Calderon. Construction Engineer Enclosures FHWA:B.Robbins:1553:dk:12/21/04 ‘h:\constr\chris\vi_nh_9999(88)\vehltr.doc ce: Official File Copy (CS), Chrono, Construction, M. Mullholand, J. Tregoe, B. Robbins la » > Deparment cf Transsonata- Feoerat Hignway Administrator. CONSTRUCTION INSPECTION REPORT | DIVISION IREPORT NC OATE OF DATE OF IPROJEST NG INSPECTION REPORT FFLHD FINAL 8-24-04 8-30-04 IVI NH-9999(88; INSPECTION MADE BY “TQUALITY OF WORK | PROGRESS OF = ITIME =| WORK ; WORK . {ELAPSED ICOMPLETED : Unsatisfactory Unsatisfactory isee below : Satisiaciory Satisfactory 1 OG x, 99 »,. IN COMPANY WITH {see below (check appropriate box) Ch Process Review/Product Evaluation oO Inspection-In-Depth [] Project Finai Attending the final inspection were: VI Government --Wystan Benjamin Nelson Petty Auckland Semper Island Roads- Andy Smith Geoffrey Flemming FHWA - Chris Schneider Mark Muilholand See the attached punch list developed during the final inspection. Form FHWA 1446A (Rev, 10-89) (Continue on next page if necessary) Project VI NH-9999(88) Final Punch List Route 35/40 Site: *General clean up of job site. Trash. lumber. excess materials. etc. “Install permanent thermoplastic striping. *Take down all construction detour signs and posts. *Relocate existing stop sign from old guardrail post to new. *Relocate “Route 35 South” sign. *Remove 2 remaining old guardrail posts. *Finish connecting new guardrail to the new retaining wall, *Where new concrete retaining wall meets old stone retaining wall: Place concrete for closure pour. Place mortar and stone to fill in remaining gap. *Remove all equipment. , *Route out and seal cracks in the new concrete paved waterway. *Remove lumber nailed in the trees. *Relocate Mr. Pickering’s mailbox back to its original location. *Approximately 100° below our limit of work on Rt. 35 there is an existing parking area for a private residence. There is an existing metal post 3° high in each of the 2 corners of the lot. One of these posts was knocked out during construction. Concrete it back in place. Route 33 Site: “Install permanent thermoplastic striping. *Clean driveway of abandoned home directly below our new wall. *Remove al] construction sign posts. *Dress up area where materials and equipment were stockpiled approximately 500° below the job site. 4 r § 36 @ U.S. Deparment of Transportation Yederal Highway Administration Federal Lands Highway Office Federal Lands Highway Construction Project Materials Certification Retaining Walls Crown Mt. Rd & RTES 35&40 State U.S. Virgin Islands Contract No. DTFH71-03-C-00022 Project Name VI NH-9999 (88) Part I — Field Control It is certified (1) that all material accepted pursuant to this contract complies with the terms of the contract as documented by the project records in accordance with Federal Lands standards; or (2) that material not complying with the terms of the contract was accepted in accordance with FAR Clause 52.246-12 based on a technical evaluation of material documented in the project records. It is further certified (1) that the results of verification tests taken during construction conform to validity of acceptance tests according to Federal Lands standards; and (2) that inconsistencies between verification and acceptance tests were responded to in accordance with Federal Lands Standards and so documented in the project records. It is further certified (1) for material accepted by manufacturer’s certification of compliance, such certifications and accompanying test results (when required) indicate compliance with the terms of the contract; and (2) that if verification tests of such materials were taken, the tests confirmed the validity of the certifications, or the discrepancies were responded to in accordance with Federal Lands UiMt,d - in the project records. ) Project Engineer Wir Lb Date / ~f. f “O o ¥ Construction Operations Engineer Sobby Lhd, Date” /B 1 / Part I — Final Review It is certified (1) that the results of the verification tests taken during construction confirm the validity of the job site acceptance testing and/or manufacturer’s certificates, or (2) that inconsistencies are appropriately documented together with the technical basis of acceptance of the materials. Materials Engines Date Op It is certified that the records for this project have been reviewed and confirmed that the acceptance and documentation of all materials complied with Federal Lands standards. . Constniction Engineer LOL AMOLTEN _ Dut VATA ot Form FHWA 1637 (3-94) Eg, wy ? « nF : - FS) re 4 ee “2 a 2 AES ~~ ye Se iad EE= ores rose ex eS Lt can) = Shae oe Rs 2 \f & Seb f Rt. 35/40 site after construction. fa tar -* Se << 133 ie ES LS ih te ¢ es AS RSet Shot = \ager y a pad &, ert S at Da ie ] - ‘ Pa n= a’ - tS ig is ats ‘ es 2 a “ | x - | = fa’: ~ Seat OW wu! Al w+ — ig r 4 4 - —_ &) Rt. 35/40 site before construction. “Bs3 oe. XS oat. 5 Ee Cees 52. SA — ed i = an ee =y Ae Ae & = |. > fe mos € at & t: MF so Ete See | , 3 an SPIRE < ‘ 1 S>> te bose ue. * > Lysae et 9 Se oe i Re Ss > > ui Se # ae a) mR ek er ah St see Paty »f a ee) at Ps a7 {> ae vr a = a2 % v3 eo a oN JS aN rit ped v5 ; Vad _ 2 =% ah ae ae te te a} he aa Sivas 1 ey fy ry ci Xx &2 Ged 3 = — rok 11 200 = ome Rt. 33 site before construction. Z ” a8 — mS qr BJ Se 8S. en Se soe ore > ~~! 8 14 if 25 ea aS Zz eS é} Bd ys te ae = eS ij oe ee iy, oe if rs fe9 as — ass exe 4g AF 9 4°04 ¥ 3 Rt. 33 site after construction. 4 os zx ko ad A ae = ©: = a Ne. ay uw a s\ es - as 4 ay, ~~ S) g a Ae W of ——— ——s Po=~-} ~~ el 0, oe =... Vad 4 4 Pe) 9 “ee ‘S oo, $f 5 ses nae rf 9p ne a Rezew id tt tha oa 4 q Aes be | eS a} F Fee, hee BB Tensioning soil anchors for shoring system Rt 33 ae" bie cs Wi " Ih =? we, Ps ah oe. || Fi ~~ ( +f 7 # —_ | y ; “ Lh Pia bs ———) y \ > a <: yee ~ ye AN a be. A | 42, oye 2 oe = , a z Pd —- a Shoring in place/excavation on grade/ready to set footing forms. Rt 33 jo sad ee] _ aps ae %, eek ee wr n. 2S = “7 =, ab ~ ih af ee =, II a te wage y 2 a | yeas er 4 [= s lied a wk Fi Z| By yy | A® i Bt ” 6 em 2 $e a es Y —aaieienaneee FY + FR VE ly p i = “et a ae Sy I a oo SS on STP S ween —— — > a YI Setting forms and tying rebar for footing. Rt. 35/40 ee) yf te > yy * Gist A TY i) icsP fGRO) ti Un * 4 s ax Lad ot ee ba = , i3 | ae (i al ¥ 4 Ns ai% Le = 1s! > { Beak ; ris j Bei b| aT 3 — = - ol ie FF Ep. pis -- — XZ { = A bs \\ \ ~~ ‘J 4 23 4, = v= \ NEN Stripping forms for new retaining wall. Rt. 35/40 dt ( Sa T \\ \\ tS 428 ae aa ts a, OF ae / <f ge \ St 7 > rm fF ay as te uh Ls a: + seit Ts. 43 ry a bik y= -e & 1% i se a le 3 \ yera =f o> Lis 1] is WY = ~_ aes Ne af l| XS Pee i — NY Ae \\ —_ ds a 5 pa —— > \ --if \\\ y= \ Lee enn Pur es él i ete ~~ SO eg" a — a ~ ey Sp 5 oo ae Ment a Placing concrete for parpet. Rt. 33 aay ou be 6 “ . ts "= “= 4 = = a | Vaae® = ye t-7%S Ry J + . ATS Y ti >> *h ——_ —~.4 pene $a fa =e i= .t oe . * = 4 = —— ‘tes, / by 7A I ue Ky z 19°04 S- < ormwork for parapet. Rt. 35/40 r 4 d Yy i CF ss Ay Jamand_ BESS Sa > aaa ~? a = Ne Se Placing hot asphalt. Rt. 35/40 te ? ee Ph By Sa = 4, +? we Sy Nig a Wee Me Mp AAI a x ye 7% 4; “t fe = ae = St 4 ic 8 —_ ae j A os eine 4 a 37) =e 7 hag ay Pats i. * = =a. > ? 27°04 cs ee. E Po Placing hot asphalt. Rt. 35/40