el. J ALABAMA. 
Analyses of Cretaceous and Tertiary limestones — Continued. 
83 
Locality, 
32. 
■is. 
49. 
50. 
52. 
White Bluff, Alabama River; 
lower part of bluff; R. S. 
Hodges 
Demopolis, Tombigbee River; 
Doctor Mallett, analyst . , 
Limestone from Cahaba, Ala- 
bama River; Doctor Mallett, 
analyst 
Limestone from Benton, Ala- 
bama River; W. B. Phillips, 
analyst 
Limestone from Manack station, 
Lowndes County; R. S. Hodges. 
Limestone from Manack station; 
B. B. Ross, analyst 
St. Stephens orbitoidal lime- 
stone, St. Stephens, Tombigbee 
River; R. S. Hodges, analyst... 
St. Stephens orbitoidal lime- 
stone, near Evergreen; Dr. W. 
B. Phillips, analyst 
St. Stephens orbitoidal lime- 
stone, near Evergreen; Dr. W. 
B. Phillips, analyst 
St. Stephens orbitoidal lime- 
stone, Colonel Darrington's, 
near Oven Bluff, Clarke Coun- 
ty; Doctor Mallett, analyst 
St. Stephens orbitoidal lime- 
stone, Clarke County, near riv- 
er; Doctor Mallett, analyst 
St. Stephens orbitoidal lime- 
stone, Clarke County, near riv- 
er; Doctor Mallett, analyst 
Rock used in Alabama Portland 
Cement Works, Demopolis; 
analysis sent in by T. G. 
Cairns, general manager 
Limestone from property of 
J. B. Kornegay, at Van Dorn, 
sample No. 1; R. S. Hodges, 
analyst 
Limestone from property of J. B. 
Kornegay, at Van Dorn, sam- 
ple No. 2; R. S. Hodges, analyst. 
Limestone from property of J. B. 
Kornegay, at Van Dorn; sam- 
ple No. 3; R.S.Hodges, analyst. 
Limestone from property of J. T. 
Collins, at Van Dorn," sample 
No. 1 ; dark color; R. S. Hodges, 
analyst 
Limestone from property of J. T. 
Collins, at Van Dorn, sample 
No. 2; light color; R. S. Hodges, 
analyst 
Average of three samples of 
limestone from near Van Dorn ; 
L.H.Conard, Demopolis; R. S. 
Hodges, analyst 
Limestone from bluff at steam- 
boat landing, Selma; T. W. 
Miller, analyst 
a 
Sid 
o 
26.14 
21.81 
31.04 
19.74 
20. 90 
13. 20 
3.38 
2.75 
1.69 
2.44 
9.88 
16.74 
13.19 
20.01 
11.44 
16.04 
16.11 
** o3 oj 
2.78 
2.23 
2.94 
11.67 
4.06 
9.00 
1.04 
1.29 
6.20 
2.09 
2.12 
2.93 
1.50 
11. 22 
•8° 
« 03 
a- 
3 
64. 25 
75.07 
64.37 
54. 83 
67.16 
74. 26 
92. 85 
93. 30 
94.85 
77.88 
81.89 
73.64 
81.84 
65. US 
c30 
a &o 
02 ' — ' 
0> <D 
6,1 
.79 
5.14 
1.08 
1.46 
1.92 
. 23 
. 96 
.92 
1.03 
1.01 
1.51 
6 
02 
0.85 
1.01 
.13 
1.10 
C c3 
as a 
Sb 
o3 c3 
> to 
4. 96 
5.79 
,65 
.60 
5. 72 
2.37 
1.77 
2.41 
2.04 
2.88 
99.14 
100. 07 
100. 00 
3. 37 
99. 56 
99. 
99.61 
).13 
100.00 
100. 00 
100. 00 
100. 00 
100. 00 
100. 00 
100. 34 
99. 65 
