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 NW NE sec. 27, T. 6 S., R. 10 E. |
| 39.50753, -96.28184 | |
| Lithologic unit: | Neva limestone member |
| Estimated amount of material (cubic yards) |
Average thickness (feet) |
Accessibility | |
|---|---|---|---|
| Material | Overburden | ||
| 8,000 | 6+ | 2 | Poor |
| Authority for Test Data | State Highway Commission of Kansas |
| Laboratory No. | 32900 |
| Date of Test | 10-29-1937 |
| Description of materials | |
|---|---|
| Massive gray limestone with tan-gray porous spots. Satisfactory for aggregate under secs. 58, 59, 60, 61, and 63 of 1934 specifications. | |
| Laboratory Test Data | |
|---|---|
| Weight per cubic foot (pounds dry) |
|
| Specific Gravity (saturated) |
2.5 |
| Comprehensive strength ratio (figures in parenthesis refer to numbered days) |
|
| Los Angeles abrasion percent wear |
|
| Los Angeles grading | |
| Deval abrasion (rock) percent wear |
5.8 |
| Freeze and Thaw Soundness loss ratio (25 cycles) |
Satisfactory |
| Toughness | 5 |
| Absorption | 3.0 |
| Authority for Test Data | State Highway Commission of Kansas |
| Laboratory No. | 38980 |
| Date of Test | 2-26-1940 |
| Description of materials | |
|---|---|
| Massive gray limestone with tan-gray porous spots. Satisfactory for aggregate under secs. 68, 69, 71, 73, and 76 of 1937 specifications. | |
| Laboratory Test Data | |
|---|---|
| Weight per cubic foot (pounds dry) |
|
| Specific Gravity (saturated) |
2.34 |
| Comprehensive strength ratio (figures in parenthesis refer to numbered days) |
|
| Los Angeles abrasion percent wear |
|
| Los Angeles grading | |
| Deval abrasion (rock) percent wear |
7.7 |
| Freeze and Thaw Soundness loss ratio (25 cycles) |
Satisfactory |
| Toughness | 4 |
| Absorption | 5.8 |
This site has not yet been field-checked or verified.