Durham County Council (1974 - 2009)
Reference: DC/ENV Catalogue Title: Durham County Council (1974 - 2009) Area: Catalogue Category: Local Authority Records Description: Environment Department: A689 Newton Cap Diversion
Covering Dates: 1990s
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- Durham County Council (1974 - 2009)
Catalogue Contents
A689 Newton Cap Diversion (Ref: DC/ENV)Ref: DC/Env 1279/1/1
A689 Newton Cap Diversion Contract 1 Volume 1 Progress Photographs - September/October 1993
(1 file)
Ref: DC/Env 1279/1/1 (1)View from High Bondgate, Bishop Auckland - Prior to Start of Works - September/October 1993
Ref: DC/Env 1279/1/1 (2)Disused Railway Tunnel, Newton Cap - September/October 1993
Ref: DC/Env 1279/1/1 (3)View from High Bondgate, Bishop Auckland - Prior to Start of Works - September/October 1993
Ref: DC/Env 1279/1/1 (4)High Bondgate Roundabout, Bishop Aukland - Prior to Start of Works - September/October 1993
Ref: DC/Env 1279/1/1 (5)View from High Bondgate, Bishop Auckland - Prior to Start of Works - September/October 1993
Ref: DC/Env 1279/1/1 (6)Site Clearance - North Embankment, Newton Cap - September/October 1993
Ref: DC/Env 1279/1/1 (7)View from High Bondgate, Bishop Auckland - Site Clearance Underway - September/October 1993
Ref: DC/Env 1279/1/1 (8)View from High Bondgate, Bishop Auckland - Site Clearance Underway - September/October 1993
Ref: DC/Env 1279/1/1 (9)Disused Tunnel & properties to be Demolished, High Bondgate, Bishop Auckland - September/October 1993
Ref: DC/Env 1279/1/1 (10)Site Compound, Lower Bridge Street, Newton Cap - September/October 1993
Ref: DC/Env 1279/1/1 (11)View from High Bondgate, Bishop Auckland - Site Clearance Underway - September/October 1993
Ref: DC/Env 1279/1/1 (12)Scaffold Erection Underway, Newton Cap - September/October 1993
Ref: DC/Env 1279/1/1 (13)Careful Removal of Chimney Pots at High Bondgate, Bishop Auckland - For Transport to Beamish Museum - September/October 1993
Ref: DC/Env 1279/1/1 (14)Demolition of Properties, High Bondgate, Bishop Auckland - September/October 1993
Ref: DC/Env 1279/1/1 (15)High Bondgate, Bishop Auckland - Demolition of Properties Completed - September/October 1993
Ref: DC/Env 1279/1/2A689 Newton Cap Diversion Contract 1 Volume 2 Progress Photographs - November 1993
(1 file)
Ref: DC/Env 1279/1/2 (1)View from Bishop Skirlaw Bridge, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (2)View from North-West, Toronto - November 1993
Ref: DC/Env 1279/1/2 (3)View from South-East, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (4)Grouting of Coal Seams of North Side of the River Wear, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (5)Grouting of Coal Seams of North Side of the River Wear, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (6)Grouting of Disused Railway Tunnel, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (7)Grouting of Dissused Railway Tunnel, Newton Cap - After Streaming with Granular Filler - November 1993
Ref: DC/Env 1279/1/2 (8)Grouting of Dissused Railway Tunnel, Newton Cap - After Streaming with Granular Filler - November 1993
Ref: DC/Env 1279/1/2 (9)Grouting of Dissused Railway Tunnel, Newton Cap - After Streaming with Granular Filler - November 1993
Ref: DC/Env 1279/1/2 (10)View from North Side of the River Wear, Newton Cap - Tower Crane Erected - November 1993
Ref: DC/Env 1279/1/2 (11)Erection of the Scaffold Continues, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (12)Site Compound, Lower Bridge Street, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (13)Construction of the Reinforced Concrete Saddle Over Arch Number 6 , Newton Cap - Reinforced & Stainless Steel Replacement Tie Rods - November 1993
Ref: DC/Env 1279/1/2 (14)Construction of Reinforced Concrete Saddle Over Arch Number 6, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (15)Construction of Reinforced Concrete Saddle Over Arch Number 6, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (16)Spalling of Existing Arch Brickwork, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (17)Previous Trial Repair Carried Out in 1990, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (18)Stainless Steel Patress Plate on Replacement Tie Rods Through Spandrel Walls Over Arches, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (19)Deck Conversion Works in Progress, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (20)Site Clearance - North Embankment, Newton Cap - November 1993
Ref: DC/Env 1279/1/2 (21)High Bondgate, Bishop Auckland - Roundabout Demolition of Properties Complete Construction of Retaining Walls in Progress - November 1993
Ref: DC/Env 1279/1/3A689 Newton Cap Diversion Contract 1 Volume 3 Progress Photographs - December 1993
(1 file)
Ref: DC/Env 1279/1/3 (1)Deck Conversion Works, Newton Cap - Arch Number 6 - December 1993
Ref: DC/Env 1279/1/3 (2)Deck Conversion Works, Newton Cap - Arch Number 6 - December 1993
Ref: DC/Env 1279/1/3 (3)Retaining Walls - High Bondgate, Bishop Auckland - December 1993
Ref: DC/Env 1279/1/3 (4)Deck Conversion Works, Newton Cap - Arch Number 6 Preparation for Lightweight Concrete Infill Over Pier, 19th November 1993
Ref: DC/Env 1279/1/3 (5)Deck Conversion Works, Newton Cap - Arch Number 6 Preparation for Lightweight Concrete Infill Over Pier, 19th November 1993
Ref: DC/Env 1279/1/3 (6)R. C. Saddle Over Arch Number 6, 19th November 1993 - Newton Cap
Ref: DC/Env 1279/1/3 (7)Deck Converstion Works, Newton Cap - Arch Number 6 Trimming Existing Spandrel Walls - December 1993
Ref: DC/Env 1279/1/3 (8)Deck Converstion Works, Newton Cap - December 1993
Ref: DC/Env 1279/1/3 (9)Retaining Walls, 19th November 1993 - High Bondgate, Bishop Auckland
Ref: DC/Env 1279/1/3 (10)View From Bondgate, Bishop Auckland Towards Viaduct - 26th November 1993
Ref: DC/Env 1279/1/3 (11)Backfilling High Bondgate, Bishop Auckland Retaining Walls - December 1993
Ref: DC/Env 1279/1/3 (12)Removal of Ballast Over Arches, Newton Cap - December 1993
Ref: DC/Env 1279/1/3 (13)Fixing Reinforcement For Deck Support Walls, Newton Cap - 26 November 1993
Ref: DC/Env 1279/1/3 (14)North Embankment Drainage, Newton Cap - December 1993
Ref: DC/Env 1279/1/3 (15)North-East Embankment, Newton Cap - December 1993
Ref: DC/Env 1279/1/3 (16)North-East Embankment, Newton Cap - December 1993
Ref: DC/Env 1279/1/3 (17)Tie-in to Existing Bondgate, Bishop Auckland Roundabout - December 1993
Ref: DC/Env 1279/1/3 (18)Deck Conversion Works, Newton Cap , Arches 5 and 6 - 3rd December 1993
Ref: DC/Env 1279/1/3 (19)Deck Conversion Works, Newton Cap Arches 5 and 6 - 3rd December 1993
Ref: DC/Env 1279/1/3 (20)High Bondgate, Bishop Auckland - December 3rd 1993
Ref: DC/Env 1279/1/3 (21)General view from The Batts, [Bishop Auckland] - December 3rd 1993
Ref: DC/Env 1279/1/3 (22)View from the South West of the Newton Cap Viaduct - December 3rd 1993
Ref: DC/Env 1279/1/4A689 Newton Cap Diversion Contract 1 Volume 4 Progress Photographs - December 1993/January 1994
(1 file)
Ref: DC/Env 1279/1/4 (1)Removing Frost Damaged Stonework Arch Springing Stonework, Newton Cap - December 1993/ January 1994
Ref: DC/Env 1279/1/4 (2)Remvoing Frost Damaged Brickwork in Arches. Four and One Bond to be Reinstated, Newton Cap - December 1993/ January 1994
Ref: DC/Env 1279/1/4 (3)Repair of Arch Brickwork. Four and One Reinstated, Newton Cap - December 1993/ January 1994
Ref: DC/Env 1279/1/4 (4)Reinforcement For Deck Support Wall, Newton Cap - December 1993 / January 1994
Ref: DC/Env 1279/1/4 (5)"Short" Deck Support Wall on Arch Saddle With Access and Holes for Suspended Carrier Drains, Newton Cap - December 1993 / January 1994
Ref: DC/Env 1279/1/4 (6)Fixing Reinforcement For Deck Support Walls, Newton Cap - December 1993 / January 1994
Ref: DC/Env 1279/1/4 (7)Deck Conversion Works, Southern Half of Viaduct, Newton Cap - December 1993 / January 1994
Ref: DC/Env 1279/1/4 (8)Reinforcement to Arch Number Five Saddle in Progress, Newton Cap - December 1993 / January 1994
Ref: DC/Env 1279/1/4 (9)Reinforcement to Arch Number Five Saddle in Progress, Newton Cap - December 1993 / January 1995
Ref: DC/Env 1279/1/4 (10)Grouting of Disused Tunnel From Above, High Bondgate, Bishop Auckland - December 1993 / January 1994
Ref: DC/Env 1279/1/4 (11)Construction at High Bondgate, Bishop Auckland - December 1993 / January 1994
Ref: DC/Env 1279/1/4 (12)Excavation for Retaining Wall, High Bondgate, Bishop Auckland - December 1993 / January 1994
Ref: DC/Env 1279/1/4 (13)Excavation for Retaining Wall, High Bondgate, Bishop Auckland - December 1993 / January 1995
Ref: DC/Env 1279/1/4 (14)Maintained Load Test on Bored Piles For New R. C. North Abutment Using Four Anchor Piles, Newton Cap - December 1993 / January 1994
Ref: DC/Env 1279/1/4 (15)Testing Arrangement at Pile Head Including Reference Beams and Measurement Gauges, Newton Cap - December 1993 / January 1994
Ref: DC/Env 1279/1/4 (16)Deck Conversion Works, Newton Cap - December 1993 / January 1994
Ref: DC/Env 1279/1/5A689 Newton Cap Diversion Contract 1 Volume 5 Progress Photographs - February 1994
(1 file)
Ref: DC/Env 1279/1/5 (1)Viaduct Conversion Works, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (2)Placing First Deck Soffit Shutter, Newton Cap - 17th Junuary 1994
Ref: DC/Env 1279/1/5 (3)Placing First Deck Soffit Shutter, Newton Cap - 17th Junuary 1994
Ref: DC/Env 1279/1/5 (4)South Embankment Viewed from High Bondgate, Bishop Auckland - February 1994
Ref: DC/Env 1279/1/5 (5)Deck Support Wall at Point of Deck Fixity, with Temporary "Box Outs" for Inner Fixed Bearings and Outer Main Support Bearings, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (6)Pouring Concrete to Deck Support Wall, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (7)Pouring Concrete to Deck Support Wall, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (8)General view of the bridge with scaffolding, [February 1994]
Ref: DC/Env 1279/1/5 (9)Workers welding metal constructions on the bridge, [February 1994]
Ref: DC/Env 1279/1/5 (10)Fixing Reinforcement for First Deck Slab, Placing Concrete to Arch Saddle by Pump, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (11)Fixing Reinforcement for First Deck Slab Over Arch 6, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (12)South End of Viaduct and High Bondgate, Bishop Auckland - February 1994
Ref: DC/Env 1279/1/5 (13)Trimming Concrete to Bored Piles at North Abutment Prior to Fixing Pilecap Reinforcement, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (14)Trimming Concrete to Bored Piles at North Abutment Prior to Fixing Pilecap Reinforcement, Newton Cap - February 1995
Ref: DC/Env 1279/1/5 (15)Deck Soffit Cantilever Formwork Over Arch Number 5 and 6 - Cleaning anf Repairs to Viaduct Stonework and Brickwork in Progress, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (16)Deck Soffit Cantilever Formwork Viewed from Below, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (17)Outfall Drainage Construction in Progress - North Side of the River, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (18)Excavation for Drainage Oil Interceptor Tank, Toe of North East Embankment, Newton Cap - 4th February 1994
Ref: DC/Env 1279/1/5 (19)Drainage Oil Interceptor Tank, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (20)Installation of Oil Interceptor Tank, Newton Cap - 5th February 1994
Ref: DC/Env 1279/1/5 (21)Installation of Oil Interceptor Tank, Newton Cap - 5th February 1994
Ref: DC/Env 1279/1/5 (22)Oil Interceptor Installed, Ready for Concrete Surround, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (23)Bored Piles at North Abutment with Binding Concrete for Pilecap, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (24)Deck Soffit Formwork Viewed from the Tower Craine, Reinforcement Fixed Over Arch Number 6, Newton Cap - 7th February 1994
Ref: DC/Env 1279/1/5 (25)Temporary Cofferdam for Installation for Drainage Oil Interceptor Tank, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (26)Reinforcement to Deck Support Wall and Base, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (27)Deck Soffit Formwork and Falsework Viewed from Tower Crane, Newton Cap - 7th February 1994
Ref: DC/Env 1279/1/5 (28)Deck Reinforcement with Stainless Steel Cast-In Anchorages Along Edges of Cantilevers for Precast Concrete Parapets, Newton Cap, 7th February 1994
Ref: DC/Env 1279/1/5 (29)Cleaned existing Masonry Parapet Stone Alongside Trial Panels for Precast Concrete Bridge Parapet. With Exposed Finish. Concrete Includes Use of White Cement and Special Course Aggregate, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (30)Replacement of Defective Brickwork in Viaduct Arches. Existing "Four and One" English Bond Maintained. New Brickwork Temporarily Supported Using Steel "Dogs" and Timber "Laggings" and Wedges, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (31)Deck Soffit Formwork Supports With Hardwood Timber Wedges, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (32)Deck Reinforcement Over Arch Number 6 With Temporary Timber "Stop End". Newton Cap, 7th February 1994
Ref: DC/Env 1279/1/5 (33)Viaduct Conversion Works - Viewed from the East, Newton Cap - February 1994
Ref: DC/Env 1279/1/5 (34)Letter from John Roper, Resident Engineer of Bullen and Partners Consulting Engineers, to John Braithwaite, Director of Environment at Durham County Council, Concerning the Photographs Taken February 1994 of the A689 Newton Cap Diversion, 4th March 1994
Ref: DC/Env 1279/1/6A689 Newton Cap Diversion Contract 1 Volume 6 Progress Photographs - March 1994
(1 file)
Ref: DC/Env 1279/1/6 (1)Scaffolding to Arch Numbers 3, 4 and 5, Newton Cap - 10th Feburary 1994
Ref: DC/Env 1279/1/6 (2)Concrete Pour (120m³) to First Deck Slab, Over Arch Number 6. Concrete Placed by Pump From Ground Level and by Tower Crane Using Skip, Newton Cap - 10th February 1994
Ref: DC/Env 1279/1/6 (3)Concrete Pour (120m³) to First Deck Slab, Over Arch Number 6. Concrete Placed by Pump From Ground Level and by Tower Crane Using Skip, Newton Cap - 10th February 1994
Ref: DC/Env 1279/1/6 (4)Deck Conversion Works Fixing Reinforcement For Second Deck Slab Over Arch Number 5, Newton Cap - 28th February 1994
Ref: DC/Env 1279/1/6 (5)Deck Conversion Works, Newton Cap - 28th February 1994
Ref: DC/Env 1279/1/6 (6)Freestanding Reinforced Concrete North Abutment, Newton Cap - 28th February 1994
Ref: DC/Env 1279/1/6 (7)Reinforced Concrete North Abutment. Formwork to Pile Cap, Newton Cap - 28th February 1994
Ref: DC/Env 1279/1/6 (8)Deck Conversion Works. Removal of Existing Ballast Completed Over South Abutment, Newton Cap - 28th February 1994
Ref: DC/Env 1279/1/6 (9)Concrete Pour (100m³) to Second Deck Slab, Over Arch Number Six. Concrete Pumped From Ground Level, Newton Cap - 1st March 1994
Ref: DC/Env 1279/1/6 (10)North Embankment Works West Side Toe of Batter Drainage, Newton Cap - 3rd March 1994
Ref: DC/Env 1279/1/6 (11)Farm Access Track Diverted For Tower Crane Base, Newton Cap - 3rd March 1994
Ref: DC/Env 1279/1/6 (12)North Embankment - East Side. Maintanence Hatch on Oil Interceptor Tank Visible in Foreground, Newton Cap - 3rd March 1994
Ref: DC/Env 1279/1/6 (13)North Embankment - East Side, Newton Cap, 3rd March 1994
Ref: DC/Env 1279/1/6 (14)Viaduct Works Viewed From North West. Toe of Batter Drainage in Progress - North Abutment Pilecap Completed, Newton Cap - 3rd March 1994
Ref: DC/Env 1279/1/6 (15)North Embankment Works, West Side Combined Carrier/Toe of Batter Drain, Newton Cap - 3rd March 1994
Ref: DC/Env 1279/1/6 (16)North Embankment Works, West Side Combined Carrier/Toe of Batter Drain, Newton Cap - 3rd March 1994
Ref: DC/Env 1279/1/6 (17)North Abutment Pilecap and Sidewall/End Support Reinforcement, Newton Cap - 10th March 1994
Ref: DC/Env 1279/1/6 (18)North Abutment Pilecap and Sidewall/End Support Reinforcement, Newton Cap - 10th March 1995
Ref: DC/Env 1279/1/6 (19)Concrete Pour (100m³) to Third Deck Slab, Over Arch Number Four, Newton Cap - 10th March 1994
Ref: DC/Env 1279/1/6 (20)Conversion Works Viewed From Bishop Skirlaw Bridge. Scaffold to Arch Numbers Three to Six, Newton Cap - 10th March 1994
Ref: DC/Env 1279/1/6 (21)North Embankment - West Side Combined Carrier/Toe of Batter Drain, Newton Cap - 10th March 1994
Ref: DC/Env 1279/1/6 (22)Deck Conversion Works Viewed From North West. Soffit Formwork Removed From Deck Slab Over Arch Number Six. Pilecap Completed at North Abutment, Newton Cap - 10th March 1994
Ref: DC/Env 1279/1/6 (23)Retaining Walls Prior to Stone Cladding and Manholes for Sewer Diversion, High Bondgate, Bishop Auckland - 10th March 1994
Ref: DC/Env 1279/1/6 (24)Works Viewed from High Bondgate, Bishop Auckland - 10th March 1994
Ref: DC/Env 1279/1/6 (25)Works Viewed from High Bondgate. Deck Soffit Shutters in Place Over Archs Numbers Four and Five. Removal of Existing Ballast Completed Over South Abutment, High Bondgate, Bishop Auckland - 10th March 1994
Ref: DC/Env 1279/1/6 (26)Temporary Box Out in Viaduct Deck Slab For Stainless Steel Road Gulley. Pedestrian Guardrail Plinth Reinforcement, Newton Cap - 10th March 1994
Ref: DC/Env 1279/1/6 (27)Viaduct Deck Slab Soffit Support System, Newton Cap - March 1994
Ref: DC/Env 1279/1/6 (28)Soffit of Viaduct Deck Slab and Downstands for Fixed Bearings. Holes in Support Wall for Suspended Carrier Drains, Newton Cap - March 1994
Ref: DC/Env 1279/1/6 (29)Deck Slab Support Bearing, Newton Cap - March 1994
Ref: DC/Env 1279/1/6 (30)Deck Slab Soffit Shutter Viewed From Inside of Viaduct, With Legs of Special U-Frame for Removing Shutter Engaged, Newton Cap - March 1994
Ref: DC/Env 1279/1/6 (31)Removal of Deck Soffit Shutters Using Special U-Frame Suspended From Tower Crane, Newton Cap - 10th March 1994
Ref: DC/Env 1279/1/6 (32)Letter from John Roper, Resident Engineer of Bullen and Partners Consulting Engineers, to John Braithwaite, Director of Environment at Durham County Council, Concerning the Photographs Taken March 1994 of the A689 Newton Cap Diversion, 12th April 1994
Ref: DC/Env 1279/1/7A689 Newton Cap Diversion Contract 1 Volume 7 Progress Photographs - April 1994
(1 file)
Ref: DC/Env 1279/1/7 (1)Deck Conversion Works at South End of Viaduct, Newton Cap - 21st March 1994
Ref: DC/Env 1279/1/7 (2)Viaduct Conversion Works Viewed from Downstream, Newton Cap 21st March 1994
Ref: DC/Env 1279/1/7 (3)Erection of Tower Crane on North Side of River, Newton Cap - 21st March 1994
Ref: DC/Env 1279/1/7 (4)Erection of Tower Crane on North Side of River, Newton Cap - 21st March 1994
Ref: DC/Env 1279/1/7 (5)Erection of Tower Crane, Newton Cap - 21st March 1994
Ref: DC/Env 1279/1/7 (6)Installing Kentledge Blocks for Scaffolding to Pier 7/8, Newton Cap - 21st March 1994
Ref: DC/Env 1279/1/7 (7)Installing Kentledge Blocks for Scaffolding to Pier 7/8, Newton Cap - 21st March 1994
Ref: DC/Env 1279/1/7 (8)Erecting Tower Crane on North Side of the River, Newton Cap - 21st March 1994
Ref: DC/Env 1279/1/7 (9)Deck Conversion Works at South End of Viaduct Viewed from Tower Crane, Newton Cap - 21st March 1994
Ref: DC/Env 1279/1/7 (10)Viaduct Refurbishment Works Viewed from Tower Crane, Newton Cap - 21st March 1994
Ref: DC/Env 1279/1/7 (11)Placing Kentledge Around River Pier for Scaffolding to Arches, Newton Cap - 21st March 1994
Ref: DC/Env 1279/1/7 (12)Viaduct Refurbishment Works Viewed from North West. Concrete Pour to deck Slab Above Arch Number Three, Newton Cap - 25th March 1994
Ref: DC/Env 1279/1/7 (13)Viaduct Viewed from Newton Cap Bank - 25th March 1994
Ref: DC/Env 1279/1/7 (14)Viaduct Viewed from South-East, Newton Cap - 11th April 1994
Ref: DC/Env 1279/1/7 (15)Viaduct Conversion Works Viewed from East (Downstream), Newton Cap - 11th April 1994
Ref: DC/Env 1279/1/7 (16)Scaffolding to Pier Number 6/7 Removed Existing Masonry Parapet Stones Stockpiled at Riverside, Newton Cap - 11th April 1994
Ref: DC/Env 1279/1/7 (17)Scaffolding to Arch Numbers Five and Six. New R.C. Deck Slab with Cantilever Completed Above, with Temporary Handrail Prior to Installation of Combined Concrete/Steel Parapet, Newton Cap - 11th April 1994
Ref: DC/Env 1279/1/7 (18)Viaduct Refurbishment, Nearest Two Arches Complete. Deck Support Wall Shutter Bring Lifted into Position, Newton Cap - 11th April 1994
Ref: DC/Env 1279/1/7 (19)View From High Bondgate, Bishop Auckland. Almost Complete to the West Side of North Embankment. Fixing Reinforcement to Deck Slab Over Arch Number Two - 11th April 1994
Ref: DC/Env 1279/1/7 (20)Reinforcement to South Abutment Ballast Wall and Deck Slab over Arch Number Two, Newton Cap - 11th April 1994
Ref: DC/Env 1279/1/7 (21)Viaduct Viewed from Bishop Skirlaw Bridge, Newton Cap - 11th April 1994
Ref: DC/Env 1279/1/7 (22)Viaduct Viewed from South-West, Newton Cap - 11th April 1994
Ref: DC/Env 1279/1/7 (23)View from High Bondgate, Bishop Auckland - 11th April 1994
Ref: DC/Env 1279/1/7 (24)View from High Bondgate, Bishop Auckland - Contract "2" Works Underway in Background - 11th April 1994
Ref: DC/Env 1279/1/7 (25)Letter from John Roper, Resident Engineer of Bullen and Partners Consulting Engineers, to John Braithwaite, Director of Environment at Durham County Council, Concerning the Photographs Taken April 1994 of the A689 Newton Cap Diversion, 16th May 1994
Ref: DC/Env 1279/1/7 (26)Crane placing foundations of the bridge, [April 1994]
Ref: DC/Env 1279/1/7 (27)Two cranes placing foundations of the bridge, [April 1994]
Ref: DC/Env 1279/1/7 (28)Worker measuring wooden boards on the bridge, [April 1994]
Ref: DC/Env 1279/1/7 (29)General view across the surface of the bridge with cranes in the background, [April 1994]
Ref: DC/Env 1279/1/7 (30)Metal pipe-shaped net protecting cables running alongside the bridge, [April 1994]
Ref: DC/Env 1279/1/8A689 Newton Cap Diversion Contract 1 Volume 8 Progress Photographs - Late April 1994
(1 file)
Ref: DC/Env 1279/1/8 (1)View from High Bondgate. Excavation Underway for Reinforced Soil South Approach Embankment, High Bondgate Bishop Auckland - 28th April 1994
Ref: DC/Env 1279/1/8 (2)Existing Masonry Hollow "Spill Through" Type South Abutment Exposed by Excavation for South Embankment, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (3)Existing Masonry Cellular "Cathedral Like" South Abutment With Brick Arches in Cross-Walls and Roof, Newton Cap, 28th April 1994
Ref: DC/Env 1279/1/8 (4)Trial Hole in Existing South Abutment to Confirm Construction Details, Newton Cap, 28th April 1994
Ref: DC/Env 1279/1/8 (5)Segmental Brick Arch Roof to Existing South Abutment, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (6)Placing Clay Fill to West Side of North Embankment, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (7)Placing Clay Fill to West Side of North Embankment, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (8)Placing Clay Fill to West Side of North Embankment, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (9)Placing Clay Fill to West Side of North Embankment, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (10)View From Contract "1"/Contract "2" Boundary, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (11)Commencement of Improvements to Rear of Bridge, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (12)Improvements to Rear of Bridge Street. Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (13)Improvement Works to rear of Bridge Street, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (14)Excavation for "Contractor Designed" Reinforced Soil Viaduct South Approach Embankment, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (15)Excavation for "Contractor Designed" Reinforced Soil Viaduct South Approach Embankment, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (16)Excavation for "Contractor Designed" Reinforced Soil Viaduct South Approach Embankment, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (17)Viaduct Refurbishment Works. Replacement of Defective Brickwork in (Nearest) Arches Five and Six. Complete Together With Cleaning of Stonework, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (18)Refurbished Brickwork and Stonework to Springing Stones in Arch Number Five. Stonework to Pier and Spandrels Cleaned by Wet Grit Blasting, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (19)Viaduct Conversion Works Viewed from Downstream (East). R. C. Deck Slab Completed Over Arch Numbers Two to Six, Newton Cap - 26th April 1994
Ref: DC/Env 1279/1/8 (20)Scaffold Removed From Arch Numbers Five and Six Following Completion of Refurbishment of Masonry Arch and Cleaning of Stonework to Piers and Spandrels, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (21)Deck Conversion Works. Installation of First Precast Concrete Parapet Plinth Unit. Special "C" Bracket Suspended From Tower Crane Being Used to Install Deck Soffit Shutters, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (22)Deck Conversion Works. First Precast Concrete Parapet Plinth Installed, Newton Cap - Late April 1994
Ref: DC/Env 1279/1/8 (23)Deck Conversion Works. Lifting Precast Concrete Parapet Plinths Into Position, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (24)2.6 Metre Long Precast Concrete Plinth Parapets With Exposed Aggregate Finish, Prior to Installation of Two Rail Metal Parapet Fence Above to Give 1.4 Metre Total Height, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (25)Temporary Construction Joint in 450mm Thick Continuous Reinforced Concrete Deck Slab, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (26)Upper Part of Stainless Steel Road Gully Cast Into R. C. Deck Slab. Lower Hopper With Spigot Outlet Still to be Bolted On. Existing Bullnose String Course Recessed to Accommodate Gully. Stone Infill (Reclaimed From Existing Parapet) Visible Between Existing Stonework and New Deck Slab, Newton Cap - Late April 1994
Ref: DC/Env 1279/1/8 (27)Stainless Steel Lower Hoppers for Road Gullies Spigot Connection to Twin 225 Dia. Carrier Drains Suspended Below Deck Slab, Newton Cap - Late April 1994
Ref: DC/Env 1279/1/8 (28)Deck Soffit Formwork With "Make Up" Pieces Still to Complete Over Support Walls and Bearings, Newton Cap - 28th April 1994
Ref: DC/Env 1279/1/8 (29)Visit by the President of the Institution of Civil Engineers, Stuart Mustow, Newton Cap - 29th April 1994
Ref: DC/Env 1279/1/8 (30)Visit by the President of the Institution of Civil Engineers, Stuart Mustow, Newton Cap - 29th April 1994
Ref: DC/Env 1279/1/8 (31)Visit by the President of the Institution of Civil Engineers, Stuart Mustow, Newton Cap - 29th April 1994
Ref: DC/Env 1279/1/8 (32)Visit by the President of the Institution of Civil Engineers, Stuart Mustow, Newton Cap - 29th April 1994
Ref: DC/Env 1279/1/8 (33)Visit by the President of the Institution of Civil Engineers, Stuart Mustow, Newton Cap - 29th April 1994
Ref: DC/Env 1279/1/8 (34)Visit by the President of the Institution of Civil Engineers, Stuart Mustow, Newton Cap - 29th April 1994
Ref: DC/Env 1279/1/8 (35)Visit by the President of the Institution of Civil Engineers, Stuart Mustow, Newton Cap - 29th April 1994
Ref: DC/Env 1279/1/8 (36)Letter from John Roper, Resident Engineer of Bullen and Partners Consulting Engineers, to John Braithwaite, Director of Environment at Durham County Council, Concerning the Photographs Taken Late April 1994 of the A689 Newton Cap Diversion, 25th May 1994
Ref: DC/Env 1279/1/8 (37)Damaged structure of the bridge, [April 1994]
Ref: DC/Env 1279/1/8 (38)Workers filling of the surface of the bridge with cement, [April 1994]
Ref: DC/Env 1279/1/9A689 Newton Cap Diversion Contract 1 Volume 9 Progress Photographs - May 1994
(1 file)
Ref: DC/Env 1279/1/9 (1)Viaduct Conversion Works Viewed from North East, Newton Cap - 6-9th May 1994
Ref: DC/Env 1279/1/9 (2)Placing Clay Fill to Raise and Widen Existing North Embankment, West Slope, Newton Cap - 6-9th may 1994
Ref: DC/Env 1279/1/9 (3)Site Clearance North Embankment East Slope, Newton Cap - 6-13th May 1994
Ref: DC/Env 1279/1/9 (4)Placing Clay Fill to North Embankment, West Slope, Newton Cap - 6-13th May 1994
Ref: DC/Env 1279/1/9 (5)Placing Clay Fill to North Embankment, West Slope, Newton Cap - 6-13th May 1994
Ref: DC/Env 1279/1/9 (6)Deck Conversion Work Viewed from South. Pumping Concrete to Deck Slab over Arch Number, One Placing Clay Fill to North Embankment West Slope, Newton Cap - 5th May 1994
Ref: DC/Env 1279/1/9 (7)South End of Viaduct Viewed from Downstream, Newton Cap - May 1994
Ref: DC/Env 1279/1/9 (8)Viaduct Conversion Works Viewed from (East) Downstream, Newton Cap - May 1994
Ref: DC/Env 1279/1/9 (9)Excavation for Foundation for Reinforced Soil South Approach Embankment, Newton Cap - 6-9th May 1994
Ref: DC/Env 1279/1/9 (10)Placing Clay Fill to Raise and Widen Existing North Embankment, West Slope, Newton Cap - 6-9th may 1994
Ref: DC/Env 1279/1/9 (11)Works Viewed from High Bondgate, Bishop Auckland. Excavation for Foundation for Reinforced Soil South Approach Embankment Has Exposed Existing Hollow Cellular Masonry Abutment, Newton Cap - 6-9th May 1994
Ref: DC/Env 1279/1/9 (12)Erection of Precast Parapet Plinth Units. Each Unit Bolted Down Into Stainless Steel Anchorages Cast into Deck Slab. Number Four. Fixings Per Unit. Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (13)Erection of Precast Parapet Plinth Units. Each Unit Bolted Down Into Stainless Steel Anchorages Cast into Deck Slab. Number Four. Fixings Per Unit. Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (14)Deck Conversion Work Viewed from South Tower Crane. Special "C" Clamp For Installation/Removal of Deck Shutters Positioned on Deck Slab, Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (15)Deck Conversion Works Viewed from South Tower Crane. Fixing Reinforcement to Deck Slab Over Arch Number Seven, Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (16)Deck Slab Over South End of Viaduct. Excavation for Foundation for Reinforced Soil South Embankment Almost Complete, Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (17)Works at North End of Viaduct from South Tower Craine. Removal of Exisiting Construction Over Arch Number Ten in Progress, Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (18)South End of Viaduct. East Side Tow of Batter Drainage in Progress. Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (19)Improvements to Rear of Bridge Street Comprising new 4.8M Wide Access Road, Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (20)Foundation Level for Proposed Reinforced Soil South Approach Embankment, Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (21)Lightweight (Expanded Clay Pellets) Fill Inside Existing Masonry South Abutment, Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (22)Viaduct Conversion Works Viewed From North Tower Crane. Fixing Reinforcement to Deck Slab Over Arch Number 7, Newton Cap - May 1994
Ref: DC/Env 1279/1/9 (23)Raising and Windening Exisiting North Approach Embankment. Clay Fill to West Slope and Granular Fill for "Strip" Widening on East Slope, Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (24)Viaduct Conversion Works Viewed From North Tower Crane, Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (25)North Embankment Raising and Widening Works. New Reinforced Concrete Abutment Partially Completed But Temporarily "Barred" to Provide Access for Removal of Fill From Viaduct Desk, Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (26)Raising and Widening Existing North Embankment, Newton Cap - 9th May 1994
Ref: DC/Env 1279/1/9 (27)Reinforcement for Reinforced Concrete Strenghtening Saddle Over Arch Number Ten. R. C. Deck Support Walls Over Arch Number Nine With Circular Holes for Carrier Drains to be Suspended Below Deck Slab, Newton Cap - 13th May 1994
Ref: DC/Env 1279/1/9 (28)Deck Conversion Works Viewed from North Tower Crane. Deck Slab Above Arch Number Seven Cast and Formwork in Position Over Arch Number Eight, Newton Cap - 13th May 1994
Ref: DC/Env 1279/1/9 (29)Existing Hollow Masonry South Abutment. Installation of Pizeometers and Inclinometers in South Embankment in Progress, Newton Cap - 13th May 1994
Ref: DC/Env 1279/1/9 (30)Letter from John Roper, Resident Engineer of Bullen and Partners Consulting Engineers, to John Braithwaite, Director of Environment at Durham County Council, Concerning the Photographs Taken Late May 1994 of the A689 Newton Cap Diversion, 9th June 1994
Ref: DC/Env 1279/1/9 (31)Workers welding and placing metal wires to reinforce the cement surface of the bridge, [May 1994]
Ref: DC/Env 1279/1/9 (32)One of the pillars of the bridge with scaffolding and a crane, [May 1994]
Ref: DC/Env 1279/1/9 (33)Scaffolding surrounding two pillars of the bridge, [May 1994]
Ref: DC/Env 1279/1/10A689 Newton Cap Diversion Contract 1 Volume 10 Progress Photographs - June 1994
(1 file)
Ref: DC/Env 1279/1/10 (1)Improvements to Rear of Bridge Street. New 4.8 Metre Wide Access Road and Turning Head. Newton Cap - 3rd June 1994
Ref: DC/Env 1279/1/10 (2)Improvements to rear of Bridge Street, Newton Cap - 8th June 1994
Ref: DC/Env 1279/1/10 (3)Excavations for South Approach Embankment, Newton Cap - 14th June 1994
Ref: DC/Env 1279/1/10 (4)Improvements to Rear of Bridge Street, Turning Head and Access Road, Newton Cap - 14th June 1994
Ref: DC/Env 1279/1/10 (5)Improvement to Rear of Bridge Street. Access off Bridge Street, Newton Cap - 14th June 1994
Ref: DC/Env 1279/1/10 (6)Improvement to Rear of Bridge Street, Newton Cap - 15th June 1994
Ref: DC/Env 1279/1/10 (7)Improvement to Rear of Bridge Street, Newton Cap - 15th June 1994
Ref: DC/Env 1279/1/10 (8)Improvement to Rear of Bridge Street. Laying Road Surface, Newton Cap - 15th June 1994
Ref: DC/Env 1279/1/10 (9)Improvement to Rear of Bridge Street. Newton Cap - 15th June 1994
Ref: DC/Env 1279/1/10 (10)Improvement to Rear of Bridge Street. Newton Cap - 15th June 1995
Ref: DC/Env 1279/1/10 (11)Improvement to Rear of Bridge Street. New Access Off Bridge Street and Turning Head, Newton Cap - 15th June 1994
Ref: DC/Env 1279/1/10 (12)Improvement to Rear of Bridge Street. Newton Cap - 17th June 1994
Ref: DC/Env 1279/1/10 (13)Improvement to Rear of Bridge Street Compromising New 4.8 Metre Wide Access Road. Excavation for Reinforced Soil South Approach Embankment in Progress, Newton Cap - 17th June 1994
Ref: DC/Env 1279/1/10 (14)Improvement to Rear of Bridge Street. Wearing Course Still to be Completed, Newton Cap -17th June 1994
Ref: DC/Env 1279/1/10 (15)Stone Facing to Retaining Walls at High Bondgate. First Semi-Circular "Saddle Back" Coping Delivered, High Bondgate, Bishop Auckland - 17th June 1994
Ref: DC/Env 1279/1/10 (16)Fixing Reinforcement for Base Slab Over Existing Masonry North Abutment, Newton Cap - 15th June 1994
Ref: DC/Env 1279/1/10 (17)Reinforced Concrete Deck Slab Over Viaduct With Precast Concrete Parapet Pinth Units in Position. Reinforcement for Plinths for Pedestrian Guardrail Visible Down West (Right) Side of Deck, Newton Cap - 15th June 1994
Ref: DC/Env 1279/1/10 (18)Reinforced Concrete Freestanding North Abutment Under Construction, Newton Cap - 15th June 1994
Ref: DC/Env 1279/1/10 (19)Reinforced Concrete Freestanding North Abutment Under Construction, Newton Cap - 15th June 1994
Ref: DC/Env 1279/1/10 (20)Viaduct Conversion Works Viewed From North-West, Newton Cap - 15th June 1994
Ref: DC/Env 1279/1/10 (21)Works Viewed from North-West. Road Surfacing Being Laid to New Access Road to Rear of Bridge Street. Newton Cap - 15th June 1994
Ref: DC/Env 1279/1/10 (22)Nest With Young Kestrels Located on Arch Number Ten South Springing Stonework, Newton cap - 15th June 1994
Ref: DC/Env 1279/1/10 (23)Nest With Young Kestrels Located on Arch Number Ten South Springing Stonework, Newton cap - 15th June 1995
Ref: DC/Env 1279/1/10 (24)Nest With Young Kestrels Located on Arch Number Ten South Springing Stonework, Newton cap - 15th June 1996
Ref: DC/Env 1279/1/10 (25)Refurbished Arch Bridgework, Newton Cap - 24th June 1994
Ref: DC/Env 1279/1/10 (26)Refurbished Arch Bridgework, Newton Cap - 24th June 1995
Ref: DC/Env 1279/1/10 (27)Construction of a hard shoulder on the surface of the bridge, [1994]
Ref: DC/Env 1279/1/10 (28)View of the bridge from below, [1994]
Ref: DC/Env 1279/1/10 (29)Scaffolding and drainage system, [1994]
Ref: DC/Env 1279/1/10 (30)Workers putting metal nets to reinforce the surface of the bridge, [1994]
Ref: DC/Env 1279/1/10 (31)Surface cleared for cement filling, [1994]
Ref: DC/Env 1279/1/10 (32)JCB levelling the ground under the bridge, [1994]
Ref: DC/Env 1279/1/11A689 Newton Cap Diversion Contract 1 Volume 11 Progress Photographs - July/August 1994
(1 file)
Ref: DC/Env 1279/1/11 (1)Commencement of Delivery of PFA for Contractor Designed Reinforced Earth South Approach Embankment, Newton Cap - 13th July 1994
Ref: DC/Env 1279/1/11 (2)Capping being Placed on North Approach Embankment, Newton Cap - 20th July 1994
Ref: DC/Env 1279/1/11 (3)Preparation for Final Deck Pour to North End of Viaduct, Newton Cap - 21st July 1994
Ref: DC/Env 1279/1/11 (4)Fixing Reinforcement to North End Deck Slab. Note West Side of Deck Curved for Visability Purposes, Newton Cap - 21st July 1994
Ref: DC/Env 1279/1/11 (5)Fixing Deck Reinforcement (East Side) of North Deck Slab, Newton Cap - 21st July 1994
Ref: DC/Env 1279/1/11 (6)Topsoilling North Embankment Slopes, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (7)Topsoilling North Embankment Slopes, Newton Cap - July/August 1995
Ref: DC/Env 1279/1/11 (8)Construction of Reinforced Earth South Approach Embankment. Face Detail Comprising Plastic Coated Galvanised Steel "Weldmesh" Basket, "Futex" Textile Impregnated with Grass Seed and 500 MM Width of Topsoil at Face.. Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (9)Construction of Reinforced Earth South Approach Embankment. Note Temporary Timber Face Shutters to Give Profile for 60º Sloping Face, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (10)Construction of Reinforced Earth South Approach Embankmen, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (11)Construction of Reinforced Earth South Approach Embanking Using PFA, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (12)North Embankment - Construction of Access Road for Bridleway Car Park, Newton Cap - 1st August 1994
Ref: DC/Env 1279/1/11 (13)Fixing Reinforcement for North End Deck Slab. Note Curvature on West (LHS) of Deck for Visability Purposes. Link Reinforcement Concentrated Over Bearing Positions. Newton Cap - 1st August 1994.
Ref: DC/Env 1279/1/11 (14)North End Deck Slab. Stainless Steel Road Gullies Being Installed Within Reinforcement, Newton Cap - 1st August 1994
Ref: DC/Env 1279/1/11 (15)Viaduct Deck Slab With Precast Concrete Parapets Installed, Newton Cap - 1st August 1994
Ref: DC/Env 1279/1/11 (16)Viaduct Deck Viewed From North Side Tower Crane, Newton Cap - 1st August 1994
Ref: DC/Env 1279/1/11 (17)Support Falsework for North End Deck Slab, Newton Cap - 3rd August 1994
Ref: DC/Env 1279/1/11 (18)Concrete Pour for Final Deck Slab (at North End of Viaduct). Applying Spray on Curing Membrane Immediately After Completion of Concreting Operations, Newton Cap - 3rd August 1994
Ref: DC/Env 1279/1/11 (19)Final Deck Pour. Finishing Off Works, Newton Cap - 3rd August 1994
Ref: DC/Env 1279/1/11 (20)Concrete Pour for Final Deck Slab. Concrete Placed Using Tower Crane. Note "Cast In" Stainless Steel Road Gully in Foreground, Newton Cap - 3rd August 1994
Ref: DC/Env 1279/1/11 (21)Ballast Wall to North Abutment of Viaduct, With Drainage Manholes, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (22)Construction of Access Road for Bridleway Car Park on North Embankment, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (23)Area for Bridleway Car Park on North Embankment, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (24)Reinforced Earth South Approach Embankment "Weldmesh" Facing With "Futex" Grass Seed Impregnated Bio-Degradeable Textile, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (25)Reinforced Earth South Approach Embankment Installing Temporary Shutters to Form 60º Sloping Face, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (26)Reinforced Earth South Approach Embankment, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (27)Reinforced Earth South Approach Embankment. Connecting "Weldmesh" Facing Baskets Using Stainless Steel Crimped Connectors, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (28)Connecting Plastic Geogrid to Weldmesh Basket Using Plastic Coated Wire as Bodkin ("Woven" Connection)
Ref: DC/Env 1279/1/11 (29)Construction of Reinforced Earth South Approach Embankment, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (30)Placing PFA Fill After Tensioning Plastic Geogrid to Ensure "Tight" Face Construction, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (31)Connecting Plastic Geogrid to "Weldmesh" Facing Basket Using Plastic Coated Galvanised Wire as a Woven "Bodkin" Connector, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (32)Laying Plastic Geogrid. Note Staggered Location of Laps, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (33)Viaduct Suspended 260MM Dia. Carrier Drains With Stainless Steel Road Gully Cast Into Deck Slab. Carrier Drains Supplied by Stanton PLC (SMU System). Hanging System is Stainless Steel, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (34)Viaduct Suspended Carrier Drains, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (35)Viaduct Suspended Carrier Drains, Newton Cap - July/August 1994
Ref: DC/Env 1279/1/11 (36)Installation of "Saddle Back" Stone Copings to Bondgate Retaining Walls Using Temporary Lifting Frame. Copings Have Anti-Vandal Fixings in End Faces Comprising Stainless Steel Dowell and Connector Fixed into Dovetail Slot in R.C. Wall. High Bondgate, Bishop Auckland - July/ August 1994.
Ref: DC/Env 1279/1/11 (37)High Bondgate, Bishop Auckland Reinforced Concrete Retaining Walls with Stone Facing and "Saddle Back" Copings - July/August 1994
Ref: DC/ENV 1279/1/12A689 Newton Cap Diversion Contract 1 Volume 12 Progress Photographs - September 1994
(1 file)
Ref: DC/ENV 1279/1/12 (1)Final Concrete Pour to Viaduct Slab, Newton Cap - 3rd August 1994
Ref: DC/ENV 1279/1/12 (2)Final Concrete Pour to Viaduct Slab, Newton Cap - 3rd August 1995
Ref: DC/ENV 1279/1/12 (3)Expansion Joint at South End of Viaduct Deck Slab Manufactured by MAGEBA SA, Newton Cap, 6th September 1994
Ref: DC/ENV 1279/1/12 (4)Expansion Joint at South End of Viaduct Deck Slab Manufactured by MAGEBA SA, Newton Cap, 6th September 1994
Ref: DC/ENV 1279/1/12 (5)Expansion Joint at North End of Viaduct Deck Slab Manufactured by MAGEBA SA, Newton Cap, 6th September 1994
Ref: DC/ENV 1279/1/12 (6)Expansion Joint at North End of Viaduct Deck Slab, Newton Cap - 6th September 1994
Ref: DC/ENV 1279/1/12 (7)Expansion Joint at North End of Viaduct Deck Slab, Newton Cap - 6th September 1994
Ref: DC/ENV 1279/1/12 (8)Expansion Joint at North End of Viaduct Deck Slab, Newton Cap - 6th September 1994
Ref: DC/ENV 1279/1/12 (9)Expansion Joint and Drainage Manhole at North End of Viaduct Deck Slab, Newton Cap - 6th September 1994
Ref: DC/ENV 1279/1/12 (10)North Embankment Movement. Tension Crack Adjacent East Side of Pile Cap, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (11)North Embankment Movement. Tension Crack Adjacent East Side of Pile Cap, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (12)Works Viewed from High Bondgate, Bishop Auckland. Reinforced Soil South Embankment Under Construction; Viaduct Metal Perhaps Being Installed - 19th September 1994
Ref: DC/ENV 1279/1/12 (13)Construction of Reinforced Soil South Embankment in Progress Adjacent Viaduct, Newton Cap - 13th September 1994
Ref: DC/ENV 1279/1/12 (14)Installation of 2 Rail 60MM High Metal Parapet Fence as Part of Combined Metal/Concrete Group P2/113KPH Parapet, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (15)Viaduct Metal Parapet Fence Splice Joint, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (16)Metal 2 Rail Parapet Fence Installed. Preparation of Precast Parapet and Deck Slab for Bridge Deck Waterproofing, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (17)Combined Metal/Concrete 1.4M High Group P2/113KPH Parapet. Circular Joint Between P.C. Panels to be Filled with In Site Concrete to Give Shear Transfer Between Panels Under Impact. Newton Cap, 19th September 1994
Ref: DC/ENV 1279/1/12 (18)Preparation of P.C. Units to Receive Bridge Deck Waterproofing. Stainless Steel Holding Down Fixings Being Covered with Mortar to Receive Sprayed Waterproofing, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (19)Stainless Steel Holding Down Fixing for Precast Bridge Parapets, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (20)Preparation of P.C. Units to Receive Bridge Deck Waterproofing. Stainless Steel Holding Down Fixings Being Covered with Mortar to Receive Sprayed Waterproofing, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (21)Preparation of P.C. Units to Receive Bridge Deck Waterproofing. Stainless Steel Holding Down Fixings Being Covered with Mortar to Receive Sprayed Waterproofing, Newton Cap - 19th September 1995
Ref: DC/ENV 1279/1/12 (22)Preparation of Bridge Deck for Sprayed Waterproofing Membrane, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (23)Precast Concrete Bridge Parapet Prior to Placing Mortar Fillet to Toe and Placing Grout Bed Between Parapet and Bridge Deck, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (24)Detail for Plinth for Possible Future Installation of Street Lighting Columns, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (25)Stainless Steel Road Drainage Gully Cast Into Deck Slab, Newton Cap - September 1994
Ref: DC/ENV 1279/1/12 (26)North End of Viaduct Deck Slab. Preparation for Bridge Deck Sprayed Waterproofing, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (27)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (28)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (29)Construction of Reinforced Soil South Approach Embankment. Facing Detail Comprising "Weldmesh" Plastic Coated Galavanished Steel Wire Basket and "Futex" Seed Impregnated Textile to Retain Topsoil. Temporary Timber Formers in Place, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (30)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (31)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (32)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (33)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (34)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (35)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (36)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (37)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (38)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (39)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (40)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (41)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/12 (42)Construction of Reinforced Soil South Approach Embankment in Progress, Newton Cap - 19th September 1994
Ref: DC/ENV 1279/1/13A689 Newton Cap Diversion Contract 1 Volume 13 Progress Photographs - October 1994
(1 file)
Ref: DC/ENV 1279/1/13 (1)Application of Sprayed Bridge Deck Waterproofing. Manufacterer: Stirling Lloyd. System: Eliminator Single Coat System. Sub-Contractor: Lionheatre Systems LTD, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (2)Detail of Interface of Viaduct Construction and Reinforced Soil Embankment Construction. Base Slab Cast for Foundation for Group P2/113 KPH 1.4M High Four Rail Metal Parapet on Embankment, Newton Cap- October 1994
Ref: DC/ENV 1279/1/13 (3)Bridge Deck Waterproofing Complete and Tack Coated Prior to Laying Protective 20MM Thick Sand Asphalt Layer, Newton Cap -October 1994
Ref: DC/ENV 1279/1/13 (4)Sprayed Waterproofing Membrane to Pre-Cast Concrete Plinths and Bridge Deck, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (5)Bridge Deck Sprayed Waterproofing Membrane Partially Completed Around Deck Expansion Joint at South End of Viaduct, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (6)Viaduct Viewed From Bishop Skirlaw Bridge. Scaffold Removed After Refurbishment and Cleaning of Masonry, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (7)River Training Works to Pier Number 8/9 (Nearest Pier) Underway. River Wear Temporarily Diverted Using Earth/Stone Bund, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (8)River Training Works Underway, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (9)River Training Works Underway. Rock Armour Compromising Limestone Blocks Typically 1.5-2.5T, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (10)River Training Works. Rock Armour Being Installed, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (11)Reinforced PFA Embankment Works in Progress at South End in Vicinity of Former Railway Tunnel Which Has Been Stemmed and Grouted. Stone Clad Retaining Walls Almost Complete, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (12)Construction of Reinforced PFA Embankment in Progress Near High Bondgate, High Bondgate, Bishop Auckland, October 1994
Ref: DC/ENV 1279/1/13 (13)Construction of Reinforced PFA Embankment. Installing "Weldmesh" Plastic Coated Galvanised Wire Mesh and Pre-Seeded Bio-Degradeable Textile Inside Temporary Timber Force Shutter/Former Prior to Placing Topsoil, Geogrid and PFA Fill, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (14)Construction of Reinforced PFA Embankment; Including Commencement of Concrete Foundations for 1.4M High 4 Rail Metal Group P2/113 KPH Parapet. Protective Sand Asphalt Carpeting Being Laid Over Deck Waterproofing on Viaduct, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (15)Laying 20MM Thick Red Sand Asphalt Carpet as Protection to Bridge Deck Waterproofing. Extends to 450MM Behind Kerbline, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (16)Construction of Parapet Foundation on South Approach Embankment, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (17)Former Railway Tunnel (Now Stemmed and Grouted) Being Incorporated Into South Embankment Works, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (18)Construction of R. C. Parapet Foundation on South Approach Embankment, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (19)1.3M High Emergency Access Comprising Metal Security Door Incorporated Into West Side of South Abutment, Immediately Below the Deck Slab. Main Access/Exit is at North Abutment, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (20)Reinforced PFA South Approach Embankment Constructed Typically on 600M Horizontal Radius, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (21)Installation of Kerbs and Service Ducts on Viaduct Deck, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (22)Construction of Drawpit at (Provisional) Street Lighting Column Mounting Points, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (23)Installation of Road Drainage Gully Frame Over Stainless Steel Gulley Cast Into Viaduct Deck Slab, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (24)Detail on Coping of Precast Concrete Plinths at Location of In-Situ Concrete Shear Transfer Joint. Joint Sealant Still to be Completed, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (25)Metal Security at Main Access at North Abutment to Interior of Viaduct. (Emergency Access/Exit Also Provided at South Abutment) Reinforced Concrete Abutment Being Faced With Stone Re-Claimed From Original Masonry Parapets on Viaduct, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (26)Reinforced Concrete Freestanding North Abutment With Stone Facing Reclaimed From Original Parapets on Viaudct, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (27)Detail at Interface of Existing Viaduct Construction and New Stone Faced Reinforced Concrete Freestanding Abutment, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (28)Infill Detail Between New R. C. Deck Slab and Existing Masonry Bullnose String Course on Viaduct. Infill Comprises Masonry Reclaimed From Original Parapets and Stainless Steel Mesh to Seal Nominal 100MM Ventilation Gap, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (29)Viaduct and Reinforced PFA South Approach Embankment Viewed From the South East. Pre-Seeded Textile on 60º Face to Embankment Has Started to Germinate at Lower Levels, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (30)Tarmac Natural Buff Flagging and Conservation Kerbs at High Bongdate, Bishop Auckland Roundabout - October 1994
Ref: DC/ENV 1279/1/13 (31)Splitter Island on New Access onto Existing High Bondgate, Bishop Auckland Roundabout, Newton Cap - October 1994
Ref: DC/ENV 1279/1/13 (32)Tarmac Natural Buff Flagging and Conservation Kerbs at High Bondgate, Bishop Auckland Roundabout - October 1994
Ref: DC/ENV 1279/1/13 (33)Construction of New Access onto Existing High Bondgate, Bishop Auckland Roundabout. Stone Clad Retaining Walls Complete. October 1994
Ref: DC/ENV 1279/1/13 (34)Construction of Roadworks in Vicinity of High Bondgate, Bishop Auckland - October 1994
Ref: DC/Env 1279/1/14A689 Newton Cap Diversion Contract 1 Volume 14 Progress Photographs - December 1994
(1 file)
Ref: DC/Env 1279/1/14 (1)Reinforced Earth Viaduct South Approach Embankment. Wetting Down PFA Fill, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (2)Newton Cap Viaduct. Erecting Pedestrian Guardrail (Provided on West Side of Road Only), Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (3)Erecting Pedestrian Guardrail (Note - Alternative Parapet Posts on Top of P. C. Plinths Have Been Removed for Redemial Measures), Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (4)Newton Cap Viaduct. Typical Detail at Drawpit Provided for Possible Future Street Lighting, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (5)Reinforced Earth South Approach Embankment. Construction of R. C. Foundations for 1.4M High Metal Parapet, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (6)South Approach Embankment and Viaduct Viewed From High Bondgate. Construction of R. C. Foundation for 1.4M High Metal Highway Parapet, High Bondgate, Bishop Auckland - December 1994
Ref: DC/Env 1279/1/14 (7)Laying HRA Wearing Course on Viaduct Deck. Total Bituminous Construction 140MM Nominal, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (8)Construction of R.C. Foundation for 1.4M Metal Parapet on South Approach Embankment. Note Former Railway Tunnel Which Has Been Stemmed. Newton Cap, December 1994
Ref: DC/Env 1279/1/14 (9)Construction of R.C. Foundation for 1.4M Metal Parapet on South Approach Embankment. Note Former Railway Tunnel Which Has Been Stemmed. Newton Cap, December 1994
Ref: DC/Env 1279/1/14 (10)Reinforced Earth South Approach Embankment. Attaching HDPE Geogrid to Parapet Foundation Using Stainless Steel Straps and Cast In Threaded Bar, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (11)Attaching HDPE Geogrid to Parapet Foundation Using Stainless Steel Straps and Cast In Threaded Bar. Note: Threaded Arrangement of Strap through Geogrid as Shown was Incorrect and was Re-done with Strap Threaded to Alternative Sides of Each Rib of Geogrid, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (12)Attaching HDPE Geogrid to Parapet Foundation Using Stainless Steel Straps and Cast In Threaded Bar. Note: Threaded Arrangement of Strap through Geogrid as Shown was Incorrect and was Re-done with Strap Threaded to Alternative Sides of Each Rib of Geogrid, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (13)South Approach Embankment Base for Road Sign Number 25, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (14)South End of Scheme at Tie Into Existing High Bondgate Roundabout, High Bondgate, Bishop Auckland - December 1994
Ref: DC/Env 1279/1/14 (15)Works Viewed from High Bondgate Roundabout, High Bondgate, Bishop Auckland - December 1994
Ref: DC/Env 1279/1/14 (16)New Tarmac Natural Buff Conservation Flagging and Kerbs and Charcon Country Setts at High Bondgate Roundabout (Conservation Area), High Bondgate, Bishop Auckland - December 1994
Ref: DC/Env 1279/1/14 (17)River Training Works as Scour Protection to Viaduct Pier. Comprises Rock Armourstone (Typically 1.5-3.0 Tonne) with Mastic Grouted Stone Infill. Note Earth/Stone Temporary Bund in Foreground to Divert River, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (18)River Training Works and Intallation of Metal Drainage Carrier/Outfall Pipe Down River Bank. Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (19)South Approach Embankment. Compaction of Capping/Drainage Layer Adjacent R.C. Parapet Foundation, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (20)South Approach Emabankment. Laying Carrier Drain. Note: "Box Out" in Parapet Foundation for Plinth for Street Lighting Column, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (21)South Approach Embankment Tie in Adjacent Viaduct, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (22)Breaking into Exisiting Manhole to Install Drainage Outfall as Part of River Training Works, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (23)River Training Works. Laying Concrete Revetment Mattress. "Petraflex 120H" Manufactured by Ardon International. Mattress Layed on Geotextile Fabric, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (24)River Training Works. Preparation for Formation for Revetment Mattress, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (25)Freestanding R.C. North Abutment with Stone Facing Using Masonry Reclaimed from Viaduct Parapets, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (26)Erection of Signposts on Viaduct South Approach Embankment, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (27)Viaduct South Approach Embankment. Capping/Drainage Layer Backfill Adjacent R.C. Parapet Foundation. Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (28)South Approach Embankment Parapet Foundation in Vicinity of Former Railway Tunnel (Now Stemmed), Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (29)South Approach Embankment. Installation of Road Drainage, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (30)South Approach Embankment. Trimming Verges, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (31)River Training Works, Trimming Batters After Laying Revetment Mattress, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (32)North Approach Embankment. Laying Additional Cut Off Field Drain to West Side, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (33)Construction of Access/Turning Head for Numbers Thirty and Thirty-Two High Bondgate, Bishop Auckland - December 1994
Ref: DC/Env 1279/1/14 (34)South Approach Embankment Viewed from High Bondgate, Bishop Auckland - December 1994
Ref: DC/Env 1279/1/14 (35)Construction of Fourth Leg at Tie in to Existing High Bondgate Roundabout. Textured Natural Buff Flagstones and Kerbs by Tarmac, Newton Cap - December 1994
Ref: DC/Env 1279/1/14 (36)Construction of Fourth Leg at Tie in to Existing High Bondgate Roundabout. Textured Natural Buff Flagstones and Kerbs by Tarmac, Newton Cap - December 1995
Ref: DC/Env 1279/1/14 (37)Letter from John Roper, Resident Engineer of Bullen and Partners Consulting Engineers, to John Braithwaite, Director of Environment at Durham County Council, Concerning the Photographs Taken December 1994 of the A689 Newton Cap Diversion, 10th January 1995
Ref: DC/Env 1279/1/15A689 Newton Cap Diversion Contract 1 Volume 15 Progress Photographs - December 1994 to January 1995
(1 file)
Ref: DC/Env 1279/1/15 (1)BO1 Viaduct Parapet Placing Bedding Grout to Baseplates, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (2)Checking Regularity of Surface of Wearing Course Using Rolling Straight Edge, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (3)Setting out for Re-Alignment of Private Farm Access Track Around Toe of Proposed Berm, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (4)North Embankment Additional Works. Setting out for Re-Alignment of Farm Track. Installation of Drainage Outfall Underway. Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (5)Installation of Drainage Outfall for North Embankment Additional Works, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (6)Installation of Drainage Outfall, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (7)Setting out for Re-Alignment of Private Farm Access Track, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (8)Setting out for Re-Alignment of Private Farm Access Track, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (9)Installation of Drainage Outfall for North Embankment Additional Works, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (10)Setting out for Re-Alignment of Private Farm Access Track Around Toe of Proposed Berm, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (11)Setting out for Re-Alignment of Private Farm Access Track Around Toe of Proposed Berm, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (12)Works Viewed from the North West, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (13)Works Viewed from the North, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (14)Construction of Stabilising Berm to East Side of North Embankment Underway. Placing 500MM thick Type 6C Granular Starter Layer Over Plan Area of Proposed Berm, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (15)Construction of New "Snake" Farm Access Road From Bridleway Car Park Area, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (16)Construction of New "Snake" Farm Access Road as Part of Accomodation Works for North Embankment Additional Works, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (17)Construction of New "Snake" Farm Access Road From Bridleway Car Park Area, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (18)Construction of New "Snake" Farm Access Road and passing Area, Newton Cap - December 1994 to January 1996
Ref: DC/Env 1279/1/15 (19)North Embankment Additional Works. Farm Access Re-Aligned Around Toe of Proposed Stabilising Berm. Fencing Underway. Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (20)Re-Alignment of Private Farm Access as Part of Accomodation Works, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (21)North Embankment Additional Works. Preparation for Installation of Deep Drainage (Typically 4.5M) to Drain Wet Silty Sand Deposits, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (22)Re-Alignment of Private Farm Access Track Around Perimeter of Proposed Stabilising Berm, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (23)View of three pillars of the bridge, Newton Cap, [1994]
Ref: DC/Env 1279/1/15 (24)North Embankment Stabilising Works. Placing 500MM Thick Granular Type 6C Starter Layer Over Plan Area of Proposed Berm Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (25)North Embankment Stabilising Works. Placing 500MM Thick Granular Type 6C Starter Layer Over Plan Area of Proposed Berm Newton Cap - December 1994 to January 1996
Ref: DC/Env 1279/1/15 (26)Installing Edge of Carriageway and Toe of Berm Drainage, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (27)Re-Alignment of Farm Access Track Complete Except for Surfacing Comprising Cold Planings. Drainage Underway, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (28)Placing 500MM Thick Type 6C Graular Starter Layer Over Plan Area of Proposed Stabilising Berm, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (29)Existing Farm Track Redundant, Re-Aligned Track Visible in Background, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (30)Re-Alignment of Private Farm Access Track Around Perimeter of Proposed Stabilising Berm. Installation of 255MM Diamether "Collector Drain" for 150MM DIA Butress/Spur Drains to Lower Groundwater Levels, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (31)Installation of Drainage, Newton Cap - December 1994 to January 1995
Ref: DC/Env 1279/1/15 (32)Letter from John Roper, Resident Engineer of Bullen and Partners Consulting Engineers, to Ian Mitchell , Director of Environment at Durham County Council, presenting the above mentioned photographic album, 7th April 1995
Ref: DC/Env 1279/1/16A689 Newton Cap Diversion Contract 1 Volume 16 Progress Photographs - January to April 1995
(1 file)
Ref: DC/Env 1279/1/16 (1)North EmbankmentAdditional Works. 4.5M Nominal Depth Buttress Drains to Lower Groundwater Levels in Place. Type 6C Granular Layer 500MM Thick Placed Over Most of Plan Area of Proposed Berm, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (2)Removing Clay Material From Crest of North Embankment for Replacement With Lightweight (PFA) Fill, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (3)North Embankment Additional. Upper End of 150MM DIA Spur/Buttress Drains for Lowering of Groundwater Levels in Silty Sand Layer. Awaiting Completion of Stabilising Berm Prior to Installation of Rodding Eye, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (4)Placing 500MM Thick Granular Type 6C Starter Layer Over Plan Area of Proposed Berm, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (5)Installation of Drainage and Import of Acceptable Clay Fill for Proposed Berm. Upper End of 150MM DIA. Spur Drains, Still to be Completed, in Foreground, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (6)Placing Acceptable Clay Fill to Proposed Stabilising Berm. Clay Re-Used From Temporary Stockpile of Material Removed From Crest of Embankment, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (7)Placing Acceptable Clay Fill to Lower Section of Proposed Stabilising Berm, Working Around Drainage Manholes and Instrumentation (Protected by Orange Mesh Fencing), Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (8)Placing 500MM Thick Granular Type 6C Starter Layer Over Plan Area of Proposed Berm, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (9)Carting Away Drainage Arisings From Crest of North Embankment, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (10)Placing Acceptable Clay Fill to Stabilising Berm to East Side of North Embankment. Clay Placed Over 500 Thick Granular Starter Layer. Clay Reclaimed From Temporary Stockpile of Material Removed From Main Embankment Crest and from Crest of Embankment, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (11)Works Viewed From the South East, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (12)Placing Type 6C Granular Starter Layer Over Plan Area of Proposed Berm. Removing Clay from Crest of Embankment for Replacement With Lightweight PFA Fill. Clay Removed Placed to Toe of Berm (See Extreme Right Hand Side of Photograph), Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (13)Placing Type 6C Granular Starter Layer Over Plan Area of Proposed Berm. Removing Clay from Crest of Embankment for Replacement With Lightweight PFA Fill. Clay Removed Placed to Toe of Berm (See Extreme Right Hand Side of Photograph), Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (14)Stabilising Berm Virtually Complete Except for Topsoiling, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (15)Stabilising Berm Virtually Complete Except for Topsoiling and Rodding Eyes to 150 DIA. Spur/Buttress Drains Protruding Above Ground Level. Instrumentation Visible Within Protective Sand Filled Oil Drums, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (16)Stabilising Berm Virtually Complete Except for Topsoiling and Rodding Eyes to 150 DIA. Spur/Buttress Drains Protruding Above Ground Level. Instrumentation Visible Within Protective Sand Filled Oil Drums, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (17)Stone Access Ramp Formed Onto Crest of North Embankment for Import of Type 6D Starter Layer and Lightweight PFA Fill, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (18)Stabilising Berm Virtually Complete Except for Topsoiling. Instrumentation Visible, Protected in Sand Filled Oil Drums, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (19)Stabilising Berm Virtually Complete Except for Topsoiling. Instrumentation Visible, Protected in Sand Filled Oil Drums, Newton Cap - January to April 1996
Ref: DC/Env 1279/1/16 (20)Stabilising Berm Virtually Complete Except for Topsoiling and Rodding Eyes to 150 DIA. Spur/Buttress Drains Protruding Above Ground Level. Instrumentation Visible Within Protective Sand Filled Oil Drums, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (21)View From Contract One / Contract Two Boundary. Most of Clay Removed From Crest of Embankment to Specified Level Ready for Import of 300MM Thick Type 6D Starter Layer (Natural Sand) and Lightweight (PFA) Fill, Newton Cap - January to April 1995
Ref: DC/Env 1279/1/16 (22)View From Contract One / Contract Two Boundary. Most of Clay Removed From Crest of Embankment to Specified Level Ready for Import of 300MM Thick Type 6D Starter Layer (Natural Sand) and Lightweight (PFA) Fill, Newton Cap - January to April 1996
Ref: DC/Env 1279/1/16 (23)Letter from John Roper, Resident Engineer of Bullen and Partners Consulting Engineers, to Ian Mitchell , Director of Environment at Durham County Council, presenting photographs taken January - April 1995 of the A689 Newton Cap Diversion, 11th April 1995
Ref: DC/Env 1279/1/17A689 Newton Cap Diversion Contract 1 Progress Photographs Final Volume - April to July 1995
(1 file)
Ref: DC/Env 1279/1/17 (1)General view of the bridge before works on reinforcing embankments, [1995]
Ref: DC/Env 1279/1/17 (2)Work on embankments in progress, [1995]
Ref: DC/Env 1279/1/17 (3)Work on embankments in progress, [1995]
Ref: DC/Env 1279/1/17 (4)Work on embankments in progress, [1995]
Ref: DC/Env 1279/1/17 (5)Work on embankments in progress, [1995]
Ref: DC/Env 1279/1/17 (6)Work on embankments in progress, [1995]
Ref: DC/Env 1279/1/17 (7)Work on embankments in progress, [1995]
Ref: DC/Env 1279/1/17 (8)Work on embankments in progress, [1995]
Ref: DC/Env 1279/1/17 (9)Final checks for cracks in construction, [1995]
Ref: DC/Env 1279/1/17 (10)Local farm roads covered with gravel, [1995]
Ref: DC/Env 1279/1/17 (11)Local farm roads covered with gravel, [1995]
Ref: DC/Env 1279/1/17 (12)New cattle grid placed on a farm road, [1995]
Ref: DC/Env 1279/1/17 (13)Views of pedestrian paths to and through the bridge, [1995]
Ref: DC/Env 1279/1/17 (14)Views of pedestrian paths to and through the bridge, [1995]
Ref: DC/Env 1279/1/17 (15)Views of pedestrian paths to and through the bridge, [1995]
Ref: DC/Env 1279/1/17 (16)Views of pedestrian paths to and through the bridge, [1995]
Ref: DC/Env 1279/1/17 (17)General views of the completed bridge, [1995]
Ref: DC/Env 1279/1/17 (18)General views of the completed bridge, [1995]
Ref: DC/Env 1279/1/17 (19)General views of the completed bridge, [1995]
Ref: DC/Env 1279/1/17 (20)Close up of one of the bridge's arches, [1995]
Ref: DC/Env 1279/1/17 (21)View of the completed bridge as seen from ground level, [1995]
Ref: DC/Env 1279/1/17 (22)Crowds crossing the bridge during the opening celebration, [1995]
Ref: DC/Env 1279/1/17 (23)Crowds crossing the bridge during the opening celebration, [1995]
Ref: DC/Env 1279/1/17 (24)General views of the bridge after completion of all works, [1995]
Ref: DC/Env 1279/1/17 (25)General views of the bridge after completion of all works, [1995]
Ref: DC/Env 1279/1/17 (26)Photograph of officials giving speeches during the opening of the bridge celebration, [1995]
Ref: DC/Env 1279/1/17 (27)Crowds and vehicles awaiting the official opening of the bridge, [1995]
Ref: DC/Env 1279/1/17 (28)Traffic moving through the newly opened bridge, [1995]
