Table 3
Table 3--Data from standard physical tests of samples from calcareous sandstone in central Kansas. (Data furnished by the Corps of Engineers, War Department, Kansas City, Missouri)
Lab serial no. |
County | Location | Type of sample |
Specific Gravity | Absorption, percent |
Freeze and Thaw, 5 cycles, percent loss |
MgSO4, 5 cycles, percent loss |
Abrasion | ||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
Apparent | Bulk | Bulk S.S.D. |
Los Angeles, percent loss |
Deval | ||||||||
percent loss |
French coefficient |
|||||||||||
6128 | Lincoln | 6-12-7W | Ledge rock | 2.68 | 2.64 | 2.65 | 0.67 | 0.00 | 2.541 | 15.81 | ||
98192 | Lincoln | 6-12-7W | Crushed rock | 2.67 | 2.62 | 2.64 | 0.62 | 2.541 | 15.71 | |||
98203 | Lincoln | 6-12-7W | Crushed rock | 2.66 | 2.61 | 2.63 | 0.56 | 3.181 | 12.51 | |||
9819-98204 | Lincoln | 2.67 | 2.61 | 2.63 | 0.73 | 1.2 | 11.1 | 45.0 | ||||
247709 | Lincoln | 6-12-7W | 0.011,5 | |||||||||
247710 | Lincoln | 6-12-7W | 2.721 | 14.71 | ||||||||
247711 | Lincoln | 6-12-7W | 2.651 | 0.801 | ||||||||
247715 | LincoIn | NE 12-12-8W | Ledge rock | 0.06 | ||||||||
247717 | LincoIn | NE 12-12-8W | Ledge rock | 2.65 | 0.40 | |||||||
247716 | LincoIn | NE 12-12-8W | Ledge rock | 5.09 | 7.8 | |||||||
23934 | LincoIn | NE 12-12-8W | Ledge rock | 2.66 | 2.63 | 2.64 | 0.3 | 0.23 | 0.61 | 46.2 | ||
11562 | LincoIn | NE 7-12-10W | Ledge rock | 2.67 | 2.61 | 2.63 | 0.76 | 0.0 | 0.0 | 1.72 | 23.2 | |
21679 | LincoIn | NE 7-12-10W | Crushed rock | 2.68 | 2.62 | 2.65 | 0.8 | 0.3 | 2.0 | 37.8 | ||
23997 | LincoIn | NE 7-12-10W | 2.65 | 2.60 | 2.62 | 0.68 | 0.04 | 0.26 | 37.7 | 2.27 | 17.6 | |
27423 | LincoIn | NE 7-12-10W | Crushed rock | 2.65 | 2.56 | 2.60 | 1.3 | 0.32 | 2.45 | 46.3 | ||
4868116,7 | LincoIn | NE 7-12-10W | Ledge rock | 2.558 | 2.589 | 1.2 | 1.510 | 60.0 | ||||
4868216,11 | LincoIn | NE 7-12-10W | Ledge rock | 2.568 | 2.599 | 1.3 | 0.610 | 63.5 | ||||
4868316,12 | LincoIn | NE 7-12-10W | Ledge rock | 2.628 | 2.649 | 0.8 | 0.310 | 38.7 | ||||
4868416,13 | LincoIn | NE 7-12-10W | Ledge rock | 2.618 | 2.599 | 0.9 | 0.510 | 35.7 | ||||
5446716 | LincoIn | NE 7-12-10W | Crushed rock | 41.5 | ||||||||
5448616 | LincoIn | NE 7-12-10W | Crushed rock | 43.0 | ||||||||
5456416 | LincoIn | NE 7-12-10W | Crushed rock | 27.214 | ||||||||
5456216 | LincoIn | NE 7-12-10W | Crushed rock | 27.114 | 4.44 | 9.0 | ||||||
8973 | Ellsworth | E 19-16-6W | Ledge rock | 2.69 | 2.65 | 2.66 | 0.57 | 0.06 | 2.271 | 17.6 | ||
12018 | Ellsworth | E 19-16-6W | Crushed rock | 2.70 | 2.66 | 2.68 | 0.44 | 1.7 | 47.4 | |||
18428 | Ellsworth | E 19-16-6W | Ledge rock | 2.69 | 2.67 | 2.68 | 0.3 | 0.2 | 0.4 | 55.96 | 18.811,14 | |
18428 | Ellsworth | E 19-16-6W | Crushed rock | 2.69 | 2.67 | 2.68 | 0.3 | 0.27 | 1.56 | 60.4 | 13.621,14 | |
50211 | Ellsworth | E 19-16-6W | 48.516 | |||||||||
54494 | Ellsworth | E 19-16-6W | 32.816 | |||||||||
15220 (K- 1) | Ellsworth | E 19-16-6W | 2.67 | 2.61 | 2.63 | 0.81 | 0.9 | 3.81 | 76.1 | |||
1270915 | 2.66 | 0.83 | 3.5 | 33.6 | ||||||||
1. By Kansas City Testing Lab., Inc. | 9. Reported as "saturated." | |||||||||||
2. Sizes No. 4 to 1 1/2 inches. | 10. 25 cycles. | |||||||||||
3. Sizes 1 1/2 to 3 inches. | 11. Sample from top 12 feet in NW corner of proposed quarry. | |||||||||||
4. Samples 9819 and 9820 combined. | 12. Sample from top 16 feet in SE corner of proposed quarry. | |||||||||||
5. 25 cycles, loss 1.67 percent. | 13. Sample from top 20 feet in NE corner of proposed quarry. | |||||||||||
6. No spalling or disintegration in 25 cycles but 20 percent of pieces split in two. | 14. A.S.T.M. method D-289-42T, with abrasive charge. | |||||||||||
7. Sample from 40-foot face at SW edge of proposed quarry. | 15. Crushed to sand size. | |||||||||||
8. Reported as "dry." | 16. By Kansas State Highway Commission Laboratory. |
Kansas Geological Survey, Geology
Placed on web June 14, 2007; originally published Nov. 1947.
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