Pottawatomie County--Lab Analyses
Data extracted from Table 1 in Bull. 1060-C; full table can be view on main Pottawatomie page.
| Classification of material: | Limestone |
| Location: | NE NE NW sec. 27, T. 8 S., R. 10 E. |
| 39.33315, -96.28718 | |
| Lithologic unit: | Aspinwall limestone member |
| Estimated amount of material (cubic yards) |
Average thickness (feet) |
Accessibility | |
|---|---|---|---|
| Material | Overburden | ||
| 1,000 | 2 | 1.5 | Good |
| Authority for Test Data | State Highway Commission of Kansas (sieve analysis and lab tests) and U.S. Geological Survey (collection and description) |
| Laboratory No. | 66223 |
| Date of Test | 1-23-1950 |
| Description of materials | |
|---|---|
| Massive medium coarse-grained tan to tan gray limestone; laminated with clay plates. Acceptable for aggregate. Thinness (1 foot) and rectangular jointing of this stone make it suitable for masonry stone in drainage structures. | |
| Laboratory Test Data | |
|---|---|
| Weight per cubic foot (pounds dry) |
|
| Specific Gravity (saturated) |
2.41 |
| Comprehensive strength ratio (figures in parenthesis refer to numbered days) |
|
| Los Angeles abrasion percent wear |
32.8 |
| Los Angeles grading | A |
| Deval abrasion (rock) percent wear |
|
| Freeze and Thaw Soundness loss ratio (25 cycles) |
.96 |
| Toughness | |
| Absorption | 6.26 |
This site has not yet been field-checked or verified.