Bridges

SR 705 Elevated Roadway/Flyovers, State of Washington, USA

This bridge is on a new East-West freeway SR705 developed to serve the city of Tacoma. The main freeway SR5 runs north-south in the state of Washington .The traffic that exists on the freeway for Tacoma down town had grown that the main arterial leading from the SR5 freeway to downtown Tacoma got congested, the new freeway SR705 is six lane facility mostly on bridge and retained fill because of expensive right –of –way .The project area is environmentally very sensitive, the soil are contaminated throughout the project site so foundations have been so designed that no material was removed from the project site. Some of the bridges are:

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1.	Flyover	Post-tensioned concrete box girder	Varies	Varying in length from 110 feet to 225 feet

First Avenue South Bridge, North Approach E-ramp, State of Washington, USA

The existing bridge at First Avenue crossing over green river was planned to be replaced by a new structure .Because of traffic demand a brand new interchange was developed to ease the traffic movement .The E-Ramp which is on the North approach of the New First Avenue Bridge was entrusted to consultant. It worked as a team member in a consortium, which consisted five Bridge design firms. The project was designed on a fast track basis. Some of the bridges are:

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1.	First Avenue South Bridge, North Approach E-ramp	Pre-stressed concrete girder	3 x 135 ft	405 ft

I-90 Bridge No. 405/35 E Widening, State of Washington, USA

I-90 between Seattle-Mercer Island and Bellevue was widened from 4 lanes to 10 lanes. This bridge lies between Mount Baker, Ridge Tunnel and the approach structure to the floating bridge. The bridge has two levels. The upper level for west bound traffic and the lower level for the East bound Traffic. Some of the bridges are:

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1.	Bridge No. 405/35 E	Pre-stressed concrete Girder bridge	3 * 76 feet	228 feet

SR5, Bridge No. 516/E widening State of Washington, USA

SR5, four lane freeway was widened to eight lanes through the city of Tukwila. This bridge is part of the existing freeway and was widened on both sides. The existing bridge consisted of 195 feet long pre-stressed concrete Girder Bridge with 56 feet, 83 feet, and 56 feet span. The existing bridge was evaluated and found to be structurally sound. Some of the bridges are:

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1.	Bridge No. 516/E	Pre-stressed concrete Girder bridge	156 + 183 + 1* 56	195 feet long

Detailed Design and Construction Assistance Services for Rehabilitation and Strengthening of Kabul-Kandahar road from km 262 to km 347 in Afghanistan, Length – 85 Km of. FUNDED BY USAID, Afghanistan

Project consists of Rehabilitation and Strengthening of existing two lane roadways. The project connects Kabul to Kandahar. The project will be built in two phase. Phase I will install ATB on the existing road. Phase II will completely build the roadways including bridges, culverts, traffic signs and other road features. The project has been divided into four groups. Our group is responsible for 85 Km of roadway from Km 262 to Km 347. The project road is in the severe seismic zone of Afghanistan.
There are 5 Major Bridges 70m to 510m long of PSC Girder & Slab which need to be repaired or replaced.

The existing two lanes road was strengthen and widened to IRC standards. The project is being built on Design Build basis. The contractor on the project is BSC-C & C JV (India). Consultant as lead partner in the Joint Venture which is providing design, quality control and assistance during construction.

Detailed Design and Construction Assistance Services for Rehabilitation and Strengthening of Kandahar – Spinboldak Highway (Km 0-Km 103) in Afghanistan, Length – 103 Km, FUNDED BY ASIAN DEVELOPMENT BANK (ADB), Afghanistan

Project consisted of Rehabilitation and Strengthening of 103 Km existing two lane roadway. The project connects Kandahar to Spin Boldak a very important trade route between Afghanistan and Pakistan. The project road is in the severe seismic zone of Afghanistan. The project is being built on Design Build basis. The Contractor on the project is BSC-C & C J/V (India). Consultant as lead partner in the Joint Venture which is providing design, quality control and assistance during construction. The project is funded by Asian Development Bank (ADB) under Emergency Infrastructure Rehabilitation and Reconstruction Grant to Afghanistan, Ministry of Public Works. The Design and Construction are going hand in hand and is to be completed in nine months. The project road has been completely neglected during the last 20 years of war torn Afghanistan and most of the road is in real bad shape and there is severe damage to roadway, bridges and culverts. Some of the bridges are:

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1.	Argistan Bridge	RCC beam & slab	15 x 21.9m	328.5 m
2.	Mail Bridge	RCC Beam & Slab	9 x 21.9m	197.1 m

Feasibility Studies & Detailed Project Report of 4/6 laning of NH-26 from Rajmarg Chouraha – Lakhnadon on NSEW corridor (ADB Funded) , Madhya Pradesh, India

The project is part of East-West Corridors which is being developed by NHAI under National Highway Development Phase II. The project is funded by Asian Development Bank (ADB). The project involves strengthening and widening of 104 Km of existing two lane roadway to 4-lane divided carriageway. The project road is NH26 that starts at Rajmarg Chouraha (Km 296) to Lakhnadon (Km 400). There are existing bypasses on Sukhjain, Bijauri, Narsinghpur and Deori towns. These are in poor condition and need extensive improvements. There are submersible bridges at Km 216/0, Km 233/10 and Km 333/4 (Khedanala Bridge) which need raising.The bridges on the project road designed by consultant are:

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1.	Bitali Nallah Bridge	RCC Solid Slab	2 * 16.6	33.22 m
2.	Sagari Nallah Bridge	RCC Solid Slab	3 * 8.0	24.025 m
3.	Pilla Nallah Bridge	RCC Beam and Slab	2 * 12.6	25.225 m
4.	Narmada River Bridge	PSC Box	9 * 38.0	342.06 m
5.	Dokali Nallah Bridge	PSC Box	SKEW 4 * 38.0	152.06 m
6.	Linga Nallah Bridge	RCC Beam and Slab	2*12.6	25.225 m
7.	Local Nallah Bridge	RCC Beam and Slab	1 * 12.6	12.625 m
8	Dhamani Nallah Bridge	RCC Beam and Slab	3 * 12.6	37.825 m
9.	Barurewa River Bridge	PSC Box	3 * 38.0	114.06 m
10.	Kheda Nallah Bridge	RCC Beam and Slab	3 * 16.6	49.825 m
11.	Singri Nallah Bridge	RCC Beam and Slab	12.6+24.6+12.6	49.825 m
12.	Ama Nallah Bridge	RCC Beam and Slab	3 * 16.6	49.825 m
13.	ROB	Pre-Tensioned, Pre-Cast Girder With Cast in Situ RCC Slab	3 * 23.8	71.44 m
14.	Narsinghpur Fly-Over	PSC Box Girder (38.0)+ RCC Beam and Slab (24.6)	24.6+38.0+24.6	87.24 m
15.	Jabalpur Fly-Over	PSC Box Girder (38.0)+RCC Beam and Slab (24.6)	24.6+38.0+24.6	87.24 m

Detailed Engineering Design and Construction Assistance Services for Conversion of Delhi-Gurgaon Section of NH-8 into an access controlled 8/6 lane highway from Km 14.30 to Km 42.00 on BOT basis, Length- 28 Kms, India

A multimillion-Rupee fast track Design/Construction supervision Project for Conversion of Delhi Gurgaon Section of NH-8 into an Access Controlled Eight/Six Lane Expressway with service lanes along certain sections and strengthening and widening of the existing lanes from Km 14.30 to Km 42.00 falling partly in Delhi and partly in Haryana. The project is part of the Golden Quadrilateral, which links the four Metropolitan cities of India. The NH-8 links Delhi with Mumbai. The project road is experiencing 1.45 lac PCUs per day and is thus a fit case for widening as the existing 6/4-lane road is of low capacity for this high intensity traffic. The objective is to enhance the carrying capacity of the road and provide a smooth and uninterrupted traffic flow of high speed by grade separating the intersections, doing away with signals and controlling access. The project is developed on a build, operate and transfer basis and the Concessionaire for the project is Jaypee DSC Ventures Limited working for the National Highways Authority of India. There are 9 flyovers and 3 underpasses on the project stretch. The total length of elevated roadway (flyovers) adds to of 8.4 kms. The project faces many challenges just to mention a few the tight schedule; the project is to be completed in 24 months with 6 months for design and 18 months for construction. The other challenge is unimpeded flow of traffic during construction. Many VIP’s travel the route so the security measures have to be in place throughout the construction period.Some of the bridges is:

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1.	Rao Tula Ram Flyover	Pre cast Pre-tensioned PSC girder, “I” beam slab superstructure	23.875+37.250+ 23.875	85.24 m total length- 770m
2	Palam Airpot Flyover	Pre cast Pre-tensioned PSC girder, “I” beam slab superstructure	23.875+37.250+23.875	85.24 m total length- 770m
3	Mahipalpur Flyover & IGI Airport Flyover	Pre cast Pre-tensioned PSC girder, “I” beam slab superstructure	(28+40+28)+ (25+30+25)*10+ (25+30+30+25)	1006 m total length- 1700m
4	Rajokri Flyover	Pre cast Pre-tensioned PSC girder, “I” beam slab superstructure	(25.4)+(25+30+25)+(25*4)	205.4 m total length- 890m
5	Udyog Vihar Flyover	Pre cast Pre-tensioned PSC girder, “I” beam slab superstructure	(25+30+25)*5	400 m total length- 1084
6	Kendriya Vihar	Pre cast Pre-tensioned PSC girder, “I” beam slab superstructure	1* 21.5	21.5 m total length- 577
7	IFFCO Chowk Flyover	Pre cast Pre-tensioned PSC girder, “I” beam slab superstructure	(25+30+25)*3+ (25+30+40+40+25)	400 m total length- 1084
8	Jharsa Underpass	Vioded Slab	1* 21.5	21.5 m total length- 577
9	Kapashera Underpass	Vioded Slab	1* 21.5	21.5 m total length- 577
10	South City Flyover	Vioded Slab	1* 21.5	21.5 total length- 577
11	Rajeev Chowk Flyover	Pre cast Pre-tensioned PSC girder, “I” beam slab superstructure	(252)+(25+30+25)3+(25*2)	340 total length – 1024

Consultancy Services for Preparation of Detailed Project Report for various Major/Minor Bridges under Mukhya Mantri Pul Nirman Yojana in Nalanda District, Bihar, India.

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1	Bonai River Bridge	RCC T-Beam and Slab	212+318	80.995m
2	Muhane River Bridge	RCC T-Beam and Slab	216+218	70.445m
3	Jalwar River Bridge	RCC T-Beam and Slab	4*18	74.445m
4	Jalwar River Bridge	RCC T-Beam and Slab	3*16	49.839m
5	Lokain River Bridge	RCC T-Beam and Slab	216+318	89.036m
6	Athiyara River Bridge	RCC T-Beam and Slab	3*16	49.830m
7	Paimar River Bridge	RCC Box Girder	2*30	62.550m
8	Munshi River Bridge	RCC T-Beam and Slab	216+218	70.445m
9	Muhane River Bridge	RCC T-Beam and Slab	4*18	74.445m
10	Nonnhe River Bridge	RCC T-Beam and Slab	216+218	70.445m
11	Dhanaien River Bridge	RCC T-Beam and Slab	7*16	116.240m
12	Panchanan River Bridge	RCC Box Girder	3*30	93.800m

Consultancy Services for Preparation of Detailed Project Report for various Major/Minor Bridges under Mukhya Mantri Pul Nirman Yojana in Nawada District, Bihar, India.

Government of Bihar has taken up a mandate for providing connectivity to villages, which are separated by rivers/ rivulets/ streams/nallahs by making bridges over these water bodies under Mukhya Mantri Pul Nirman Yojana. The bridges are spread in various districts of Bihar. Consultant has been entrusted with 4 bridges in Nawada district: The broad goals of consultancy services are: Preparation of Preliminary Project Report based on preliminary site investigations etc. Preparation of Detailed Project Report based on design of various components of the bridges and approach roads.Preparation of technical specifications and drawings, bid documents for tendering and pre-qualification documents. The stage wise detailed task performed are as under:A. Collection and Review Available date on topography, soil, materials, drainage and hydrology.Available maps and other available information relevant to the project.B. Field Reconnaissance Review of applicability and appropriateness of the available data.Review of project requirements vis-à-vis site conditions and constraints and their possible solutions, including local enquiry.C. Field Surveys and investigations Topographic survey and development of base map River cross-sections and perform hydrological investigation.D. Develop Design Standards for bridges. E. Develop span arrangement and decide superstructure type. The following superstructure types are used depending upon span RCC slab, RCC box girder, pre-cast pre-stressed concrete girder, pre-cast pre-stressed concrete box. The details of bridges are:

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1	Dhanarjay River Bridge	RCC T-Beam and Slab	7*18	130.24m
2	Khuri River Bridge	RCC Box Girder	9*30	281.3m
3	Koadihari River Bridge	RCC Box Girder	4*30	125.05m
4	Kadahar River Bridge	RCC T-Beam and Slab	8*18	148.84m

Consultancy Services for Preparation of Detailed Project Report for various Major/Minor Bridges under Mukhya Mantri Pul Nirman Yojana in Lakhisarai District, Bihar, India.

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1	Harohar River Bridge	RCC T-Beam and Slab	11*18	204.64m
2	Kiranpur, Manikpur Stream Bridge	RCC Box Girder	4*30	125m

Consultancy Services for Preparation of Detailed Project Report for various Major/Minor Bridges under Mukhya Mantri Pul Nirman Yojana in Arwal District, Bihar, India.

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1	Sherpur Punpun Nadi Bridge	RCC Box Girder	4*30	125.050m
2	South Sone Nahar Bridge	RCC T-Beam and Slab	12+18+12	43.840m
3	Sone River Bridge	RCC Box Girder	30+30	62.550m
4	Amra Nallah Bridge	RCC T-Beam and Slab	3*18	55.84m

Consultancy Services for Preparation of Detailed Project Report for various Major/Minor Bridges under Mukhya Mantri Pul Nirman Yojana in Jahanabad District, Bihar, India.

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1	Morhar River Bridge	RCC T-Beam and Slab	3*16	49.8m
2	Jamune River Bridge	RCC T-Beam and Slab	4*18	74.45m
3	Bhuthi River Bridge	RCC T-Beam and Slab	7*18	130.24m
4	Local Nallah Bridge	RCC Box Girder	4*28	117.05m
5	Dardha River Bridge	RCC T-Beam and Slab	11*18	204.64m

Consultancy Services for Preparation of Detailed Project Report for various Major/Minor Bridges under Mukhya Mantri Pul Nirman Yojana in Nawada District, Bihar, India.

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1	Dhanarjay River Bridge	RCC T-Beam and Slab	7*18	130.24m
2	Khuri River Bridge	RCC Box Girder	9*30	281.3m
3	Koadihari River Bridge	RCC Box Girder	4*30	125.05m
4	Kadahar River Bridge	RCC T-Beam and Slab	8*18	148.84m

Consultancy Services for Preparation of Detailed Project Report for various Major/Minor Bridges under Mukhya Mantri Pul Nirman Yojana in Sheikhpura District, Bihar, India.

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1	Kumhari River Bridge	RCC Box Girder	3*16	49.83m
2	Tati River Bridge	RCC T-Beam and Slab	1*30	31.3m

Consultancy Services for Feasibility Study and Preparation of Detailed Design for 6 lanes divided carriageway configuration for proposed Ranchi Ring Road in the State of Jharkhand, Length- 120 Kms, India

It is a multimillion-Rupee, fast track, probably the largest road design project in India. There are 3 national highways no. 33, 75, 23 which pass through Ranchi town, the intensity of traffic has increased significantly on these & also within Ranchi town and as such there is requirement of augmentation capacity for safe and efficient movement of traffic. The project involves development of a 6-lane Ring Road around Ranchi town to cater for this traffic. The total project length is approx 120 kms, 40 kms of these are existing roads that can be utilized as the proposed alignment and the remaining 80 kms are on a new alignment. It consists of 9 Major bridges, 31 Minor bridges, 3 ROB’s, 1 RUB, 7 flyovers/interchanges, 8 Elevated Cross roads and 26 Underpasses. The proposed superstructure types for Bridges are PSC box, PSC Voided slab, RCC solid slab, RCC beam and slab, for ROB- PSC solid slabs, for flyovers/interchanges- PSC box, PSC Voided slab, RCC solid slab, RCC beam and slab. Economic analysis will be carried to check its viability on a build, operate and transfer basis. It is a very challenging project one of the challenges on the project is the tight schedule; the project is to be completed in 15 months with 3 months for design and 12 months for construction. The other challenge is finalization of the alignment in quick time as the terrain is rolling and there are many river/river tributaries crossing the alignment. Some of the bridges are:

Sr. No.	Bridge ( Name )	Bridge Type	Span Arrangement	Total Length
1	Karma Vikas Flyover at chainage	PSC Box Girder (38.0)+PSC Voided Slab (22.2)	22.20+38+22.20	682.45 m
2	Purulia Road Flyover	RCC Solid Slab Contineous	3 * 22.20	666.65 m
3	Rampur (Sidraul) Flyover	PSC Box Girder (38.0)+PSC Voided Slab (22.2)	22.20+38+22.20	682.45 m
4	Tipudana (Chaibasa Road) Flyover	PSC Voided Slab (22.2)	3 * 22.20	666.65 m
5	Lalgutua Flyover	PSC Box Girder (38.0)+PSC Voided Slab (22.2)	22.20+38+22.20	682.45 m
6	Kathitar Flyover	PSC Box Girder (38.0)+PSC Voided Slab (22.2)	22.20+38+22.20	682.45 m
7	Kanke (Pithuria Road) Flyover	PSC Voided Slab (22.2)	3 * 22.20	666.65 m
8	ROB	Pre-Tensioned, Pre-Cast Girder With Cast in Situ RCC Slab	1 * 23.8	623.90 m
9	ROB	Pre-Tensioned, Pre-Cast Girder With Cast in Situ RCC Slab	1 * 23.8	623.90 m
10	ROB	Pre-Tensioned, Pre-Cast Girder With Cast in Situ RCC Slab	1 * 23.8	623.90 m
11	ROB	Pre-Tensioned, Pre-Cast Girder With Cast in Situ RCC Slab	1 * 23.8	623.90 m
12	RUB	PSC Box Girder	1 * 32.5	632.6 m
13	Minor Bridge	RCC Beam And Slab	2 * 16.6	33.24 m
14	Suvarnarekha River Bridge	PSC Box Girder	4 * 38	152.05 m
15	Major Bridge	RCC Beam And Slab	5 * 16.6	83.04 m
16	Minor Bridge	RCC Solid Slab	1 x 10	10.04 m
17	Sapahi River Bridge	PSC Voided Slab	4 x 22.2	88.85 m
18	Suvarnarekha River Bridge	PSC Voided Slab	4 x 22.20	88.85 m
19	Tundhul River Bridge cum Underpass	RCC Beam And Slab	4 x 16.6	66.44 m
20	Tundhal River Bridge	PSC Voided Slab	3 x 22.20	66.65 m
21	Potpoto River Bridge	PSC Voided Slab	3 x 22.2	111.05 m
22	Cherry Nallah Bridge	RCC Beam And Slab	2 x 16.6	33.24 m
23	Jumar River Bridge	PSC Box Girder	3 x 38	114.05 m
24	Jumar Tributary Bridge	RCC Beam And Slab	3 x 16.6	49.84 m
25	Par Nallah Bridge	RCC Beam And Slab	2 x 16.6	33.24 m
26	Rendu Nallah Bridge	RCC Beam And Slab	2 x 16.6	33.24 m
27	Bridge Cum Flyover	PSC Voided Slab	1x 22.20 (Bridge) + 1x 22.20 (Flyover)	22.25 m

Independent Engineers Services for Rehabilitation and Up gradation from Km 28/0 to Km 67/0 and 4-laning of existing 2-lane road from Chengalpattu to Tindivanam (from Km 67/0 to km 121/0) including Strengthening and Up-gradation of existing two lanes from Tambaram- Tindivanam section of NH-45 under Build-Operate and Transfer (BOT) on Annuity basis, Tamil Nadu, India

NH-45 (popularly known as GST Road) is one of the important National Highways, which connects Chennai, the Capital City of Tamil Nadu with the southern districts of the State, including major towns such as Tiruchi, Madurai, etc. This National Highway has been entrusted to National Highways Authority of India (NHAI) for development and maintenance. NHAI has taken up the project road from km 28/0 (starting from Tambaram at the outskirts of Chennai City) to km 121/0 (Tindivanam Junction) for development under the Annuity Scheme. Total length of the project road is 93 kms. Out the above, Tambaram- Chengalpattu section from Km 28/0 to Km 67/0 has already been 4-laned and the remaining section from Km 67/0 (Chengalpattu) to Km 121/0 ( Tindivanam) is presently 2-lane road.The project work involves strengthening of the existing 4-lane section from Tambaram to Chengalpattu (from Km 28/0 to Km 67/0) and 4-laning of existing 2-lane road from Chengalpattu to Tindivanam (from Km 67/0 to km 121/0).Some of the bridges are:

Sr. No.	Bridge (Name)	Bridge Type	Span Arrangement	Total Length
1	Nandivaram Bridge	RCC Solid Slab	1*8.6	8.62 m
2	Thailvaram bridge	RCC Solid Slab	1*8.6	8.62 m
3	Minor bridge	RCC Solid slab	7+7.4+7	21.42 m
4	Minor bridge	RCC T beam+ RCC Solid slab	25+7.5 Skew Bridge	32.55 m
5	Minor bridge	RCC Solid slab	9+7.5+9 Skew Bridge	25.53 m
6	Kolavai Tank Bridge	RCC T beam+ RCC Solid slab	5*12 Skew Bridge	60.03 m
7	Minor bridge	RCC T beam+ RCC Solid slab	1*18.9	18.92 m
8	Palar RiverBridge	PSC T beam+ RCC Solid slab	23*29.5	678.55
9	Kattu Odai Bridge	RCC Solid Slab	1*8.6	8.62 m
10	Kalliar	RCC Solid Slab	10.9+14*11+10.9	175.80 m
11	Maduran Tangan Bund Supply Channel	RCC Solid Slab	2*8.4 Skew bridge	16.8 m
12	Omahatki Temple Subway	RCC Solid Slab	1*7.04	7.04 m
13	Minor Bridge	RCC Solid Slab	4*11.5	46 m
14	Chunambedu Bridge	RCC T beam+ RCC Solid slab	13.1+2*13+13.1	52.2 m
15	Ongur River	RCC T beam+ RCC Solid slab	4*13	52

Independent Consultancy Services for improvement Works of Ranchi Patraru Ramgarh Road by widening the existing 1/2-lanes to 4/2-lanes dual carriageway, on BOT (Annuity) basis length-62.40 KMs ( 4 lane- 43.72 & 2 Lane- 18.68) , India

The Govt. of Jharkhand (GOJ) is contemplating to enhance the traffic capacity and safety for efficient transportation of goods as well as passenger traffic on the heavily trafficked Project Highway sections. The Project aims at developing Ranchi – Patratu Dam – Ramgarh Road by widening the existing 1/2-lanes to 4/2-lanes dual carriageway, on BOT (Annuity) basis. Total Length of the project is 62.40 KMs out of which the existing 1/2 road is proposed to be 4 laned for 43.72 Kms & 2 Laned for 18.68 Kms.

Sr. No.	Bridge (Name)	Total Length
1	Mossagram km 591.901	250.24m,
2	Jougram km 598.771	300m
3	Gurap km 606,006,	440.569m
4	Maheshapur km617,503	500m
5	Bora km 638.349,	232.894m

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