ENGINEERING REPORTS. 
COCOCpCOGOtOtOtOlOtOtOtO 
WtO^OOCOtXlMOiCn^W 
No. of 
Section. 
24,241 
4i.lOH-^ 1 tOtOlOlOh-'tOK-'h-' 
O H 00 2 O^OOCDOCDCO 
Cn to CO 3 4^tototo~i4-CT)CD 
CO i— ^(D^tni-KiMOCnCOCO 
Length of 
Section. 
1,484,378 
>— co m ; to to h- 
CO CT) 00 . Cn OlWtnO 
CO . CO to JO CO 
colocn- *i^4i WOHOCT) 
HMO)' <(Oi WUCDCOCDOP 
tO Cn tO • CO CO 00 CO Cn tO CT) 
Cubic Yards. 
Total 
Excavation. 
to 
OO 
4> 
"to 
00 
lOtO^' CO 
*.oioi cov-'tocotooocnco 
CO tO 00 . oiOJHH^vjtDii 
o cn oo • coron^to^obco 
MO0M' CO-JWWCOCDOO 
cn oo © • cm-MOD-^aoajtl^to 
Cubic Yards. 
Total 
Embankment. 
OXiWOiCD^' 
o o o o o o 
o o © o o © 
, £4. 4^ CO 
OOOO 
O O O O 
|| 
Average 
Haul. 
344,700 
70,944 
100,022 
! 92,108 
46,694 
34,932 
34 cts. 
Clay and 
Gravel. 
809,304 
70,943 
150,034 
200,298 
COCOM wfWM 
H toOOij)> ^tO 1— ' 
• m^oi bnai 
CO O CTS o CT) CO 4> 
00 00 CD CO CT) Cn 4^ 
Com. Earth 
and Sand. 
173,384 
• |_. to cn to 4s>. 
\ OOiiOOiCOO) 
• co cn © rfs*. to os 
OO) CO wooco 
CD 00 CO H-i GO Cn 
Clay. 
30 eta. 
to 
CO 
CT) 
"to 
CD 
CD 
28,191 
89,727 
31,234 
5,885 
81,262 
in 
Loose rock. 
\ 206,589 
M tO M tO OS I 
H^JOiQO 0)0, 
^ ^ ^ to to CO • 
00 CO 00 CO CD cn • 
CO to rf> 00 oc • 
16,297 
Solid rock. 
3,239 
Cn hH- OS 
I— ' o o 
OS rf> 
^ICnCnCnCntOiO^l 
^ItOrfHCnOOtOCO^ 
■SO 
O 
Hammered 
Rubble. 
Masonry. 
Cubic perches of 25 feet. 
14,419 
3,732 
2,739 
3,134 
tots 
tOCn O 
moHto 
co oo c 
$11.00. 
Hammer 
Dressed. 
1,399 
Cn 
CT) —J • 
Cn OC • 
OS 
CT) 
o 
4*> 4^ • 
00 00 • 
$40.00. 
Bridging. 
Lineal Ft. 
1,365,732 17 
H- tO tO tO M- 
CT) Cn CO 4^ 4*- Cn tOCnCnCn 
4^ OS pP^pM ^I 
iO O QC' O "CO "iO 00 CD O) Hi CO 
vi to ifi. m o ao oo o h to cn o 
WmhOOO)0&WOOOiOiH 
l—tOCOtOCT)COCr)CO©COCnCT) 
cn4^aototOCT)4^4^coaoo)Cr« 
>■ 
3 
! 
5 
