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1 - 1 Final Design of Tategahana-Bridge over Chikuma Gawa Nagano Ken �ÝŒv�ðŒ�, Design of 220' span - - - - –³ •ûŠá •�’Ê ƒyƒ“  
2 - 2 Final Design of Tategahana-Bridge Nagano Ken ‰×�dŒvŽZ - - - - –³ •ûŠá •�’Ê ƒyƒ“  
3 - 3 Final Design of Tategahana-Bridge Nagano Ken Stringer - - - - –³ •ûŠá •�’Ê ƒyƒ“  
4 - 4 Final Design of Tategahana-Bridge Nagano Ken Stringer (‘±), Floor Beam - - - - –³ •ûŠá •�’Ê ƒyƒ“  
5 - 5 Final Design of Tategahana-Bridge Nagano Ken Floor Beam (‘±) - - - - –³ •ûŠá •�’Ê ƒyƒ“  
6 - 6 Final Design of Tategahana-Bridge Nagano Ken Floor Beam (‘±) - - - - –³ •ûŠá •�’Ê ƒyƒ“  
7 - 7 Final Design of Tategahana-Bridge Nagano Ken Bottom Laterals, Upper Laterals - - - - –³ •ûŠá •�’Ê ƒyƒ“  
8 - 8 Final Design of Tategahana-Bridge Nagano Ken Sway Bracing, Portal Bracing - - - - –³ •ûŠá •�’Ê ƒyƒ“  
9 - 9 Final Design of Tategahana-Bridge Nagano Ken ƒgƒ‰ƒX•”�Þ‰×�d�} - - - - –³ •ûŠá •�’Ê ƒyƒ“  
10 - 10 Final Design of Tategahana-Bridge Nagano Ken ƒgƒ‰ƒX•”�Þ’f–Ê�} - - - - –³ •ûŠá •�’Ê ƒyƒ“  
11 - 11 Final Design of Tategahana-Bridge Nagano Ken ƒgƒ‰ƒX•”�Þ’f–ÊŒvŽZ - - - - –³ •ûŠá •�’Ê ƒyƒ“  
12 - 12 Final Design of Tategahana-Bridge Nagano Ken Žx�³‰×�dŒvŽZ - - - - –³ •ûŠá •�’Ê ƒyƒ“  
13 - 13 Final Design of Tategahana-Bridge over Chikuma Gawa Nagano Ken Design of pier - - - - –³ •ûŠá •�’Ê ƒyƒ“  
14 - 14 Final Design of Tategahana-Bridge over Chikuma Gawa Nagano Ken Design of abutment - - - - –³ •ûŠá •�’Ê ƒyƒ“  
15 - 15 Final Design of Tategahana-Bridge over Chikuma Gawa Nagano Ken Design of abutment�@(‘±) - - - - –³ •ûŠá •�’Ê ƒyƒ“  
16 - 16 Final Design of Tategahana-Bridge over Chikuma Gawa Nagano Ken Design of abutment�@(‘±) - - - - –³ •ûŠá •�’Ê ƒyƒ“  
17 - 17 Final Design of Tategahana-Bridge Nagano Ken quantities of materials - - - - –³ •ûŠá •�’Ê ƒyƒ“  
18 - 18 Final Design of Tategahana-Bridge Nagano Ken Estimate of cost - - - - –³ •ûŠá •�’Ê ƒyƒ“  
19 - - Tategahana Bridge ƒgƒ‰ƒX•”�Þ‚ÌŒŸ“¢ - - - - –³ •ûŠá •�’Ê ‰”•M  
20 - - - ƒgƒ‰ƒX•”�Þ‚ÌŒŸ“¢ - - - - - - - ‰”•M 19 ‚Ì— –Ê
21 - - Tategahana Bridge ƒgƒ‰ƒX•”�Þ‚ÌŒŸ“¢ - - - - –³ •ûŠá •�’Ê ‰”•M  
22 - 18 Final Design of Tategahana-Bridge Nagano Ken Estimate of cost - - - - –³ •ûŠá •�’Ê ƒyƒ“ 18 ‚Ì�‘‚«‘¹‚¶‚©�H
23 - 1 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec. Ry. Co. �ÝŒv�ðŒ� - - - - –³ •ûŠá •�’Ê ƒyƒ“  
24 - 2 Preliminary Estimate of cost for ‘ºŽR‹´ for Nagano ken and Nagano Electric Ry. Co. �ÝŒv�ðŒ�, Cross section of structure - - - - –³ •ûŠá •�’Ê ƒyƒ“  
25 - 3 Preliminary Estimate of cost of ‘ºŽR‹´ for Nagano ken and Nagano Electric Ry. Co. Estimate no.1 Layout, Highway Floor, concrete slab,
Steel stringer
- - - - –³ •ûŠá •�’Ê ƒyƒ“  
26 - 4 Preliminary Estimate of cost of ‘ºŽR‹´ for Nagano ken and Nagano Electric Ry. Co. Intermediate Stringer, Electric Ry Stringers - - - - –³ •ûŠá •�’Ê ƒyƒ“  
27 - 5 Preliminary Estimate of cost of ‘ºŽR‹´ for Nagano ken and Nagano Electric Ry. Co. Floor Beam - - - - –³ •ûŠá •�’Ê ƒyƒ“  
28 - 6 Preliminary Estimate of cost of ‘ºŽR‹´ for Nagano ken and Nagano Electric Ry. Co. Floor Beam (‘±) - - - - –³ •ûŠá •�’Ê ƒyƒ“  
29 - 7 Preliminary Estimate of cost of ‘ºŽR‹´ for Nagano ken and Nagano Electric Ry. Co. End Floor Beam - - - - –³ •ûŠá •�’Ê ƒyƒ“  
30 - 8 Preliminary Estimate of cost of ‘ºŽR‹´ for Nagano ken and Nagano Electric Ry. Co. Lower Lateral Bracing, Upper Lateral Bracings - - - - –³ •ûŠá •�’Ê ƒyƒ“  
31 - 9 Preliminary Estimate of cost of ‘ºŽR‹´ for Nagano ken and Nagano Electric Ry. Co. Sway Bracing, Main trusses - - - - –³ •ûŠá •�’Ê ƒyƒ“  
32 - 10 Preliminary Estimate of cost of ‘ºŽR‹´ for Nagano ken and Nagano Electric Ry. Co. Stress in Trusses, Top chord - - - - –³ •ûŠá •�’Ê ƒyƒ“  
33 - 11 Preliminary Estimate of cost of ‘ºŽR‹´ for Nagano ken and Nagano Electric Ry. Co. Bottom chord, Estimate of weight of truss - - - - –³ •ûŠá •�’Ê ƒyƒ“  
34 - 12 Preliminary Estimate of cost of ‘ºŽR‹´ for Nagano ken and Nagano Electric Ry. Co. weight of shoes, Summary of Structural steel in span - - - - –³ •ûŠá •�’Ê ƒyƒ“  
35 - 13 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co Estimate of superstructure of No.2 Layout - - - - –³ •ûŠá •�’Ê ƒyƒ“  
36 - 14 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co Stress in Trusses - - - - –³ •ûŠá •�’Ê ƒyƒ“  
37 - 15 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co ƒgƒ‰ƒX�|�dŒvŽZ, Summary of Structural steel in span - - - - –³ •ûŠá •�’Ê ƒyƒ“  
38 - 16 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co Estimate of superstructure of No.3 Layout, Stress in Truss - - - - –³ •ûŠá •�’Ê ƒyƒ“  
39 - 17 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co ƒgƒ‰ƒX�|�dŒvŽZ - - - - –³ •ûŠá •�’Ê ƒyƒ“  
40 - 18 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co Summary of Structural Steel in span - - - - –³ •ûŠá •�’Ê ƒyƒ“  
41 - 19 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co Substructure for Layout No.1, Dead Load - - - - –³ •ûŠá •�’Ê ƒyƒ“  
42 - 20 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co ‘¤–Ê�}, �³–Ê�}, Dead Load (‘±) - - - - –³ •ûŠá •�’Ê ƒyƒ“  
43 - 21 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co Dead Load (‘±) - - - - –³ •ûŠá •�’Ê ƒyƒ“  
44 - 22 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co Resistance to Earthquake - - - - –³ •ûŠá •�’Ê ƒyƒ“  
45 - 23 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co Resistance to Earthquake (‘±) - - - - –³ •ûŠá •�’Ê ƒyƒ“  
46 - 24 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co End Pier, Estimate of cost - - - - –³ •ûŠá •�’Ê ƒyƒ“  
47 - 25 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co Estimate of cost (‘±) - - - - –³ •ûŠá •�’Ê ƒyƒ“  
48 - 26 Preliminary Estimate of ‘ºŽR‹´ for Nagano ken and Nagano Elec Ry co Estimate of cost (‘±) - - - - –³ •ûŠá •�’Ê ƒyƒ“