ENGINEEEING EEPOETS. 
Section. 
No. of 
22,858 
to to to to I-* h-> to to 
boo^^^iololocn'J-'^! 
Miles. 
Length of 
Section. 
1,129,564 
oooSootoocnco^toco 
£n © 05 CO J05 JO j<f Jt^ © © 
4^- "© "--J ^-J © to "© "to tn "tO "cn 
Cubic Yards. 
Total 
Excavation. 
tO 
to 
i° 
to 
o 
l-< »-< tO l-" 
-7O0tOtOa500C54^-3C5O0 
umouHHoiH to i— 'Co 
00 to Cn Cn rfs- "tO 'bo 4^- Cn to ~tO 
tO 4^ Cn h © — J i— 1 © Cn Cn CC 
4-* oo oo cn <— to O © cn cc 
Cubic Yards. 
Embankment. 
Total 
Ot(^W<IOi | a<!l-'OOi<( 
ooooooooooo 
ooooooooooo 
1 c. earth. 
1J c. rock. 
Haul. 
i 
1 
881,294 
204,835 
203,591 
91,299 
86,888 
to to CO to CO 
4^. O © i£) O 
4^ ~4^ olo cn 
34 eta. 
Gravel. 
Clay and 
62,000 
4*. ! to 
© ; jo 
o • © 
© . © 
© • © 
Com. Ear h 
and Sand . 
136,277 
45,649 
34,072 
10,000 
46,556 
30 cts. 
Clay. 
375,568 
52,864 
51,363 
106,984 
129,031 
35,326 
■e» 
Solid rock. 
05 
00 00 4^000000000010001-' 
OlCOCnOiOH-'OOiOOCOCO 
©©C00000^©cncn4i.ao 
-9» 
o 
o 
Hammered 
Rubble 
Maso 
Cubic perch' 
12,514 
1,845 
752 
2,445 
1,867 
3,293 
820 
" 1,492 ' 
$11.00. 
Hammer 
Dressed 
I 
1,167 
4^ 
• 00 
oo to to 
Hi tO 
O5 05 H 
»— ' • i—i 
00 • 00 
CO • CO 
■a» 
o 
p 
Lineal Ft. 
Bridging. 
1,286,228 59 
h- to to m 
4^cocctoooi-'co©cnto© 
i-> ai ©joj- 1 j-J^j©,© w to 
to b oo h ^ lo b "to <i oo In 
i-'to©to©©ao©oo--j© 
CitOOOWWCDln^OOtOO 
05005^ 05 00 ^00^00 
Amount. 
