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Table 3 - SWSM densities relative to Standard Protocol Density and Test Conditions
| Matrix ID |
Soil |
Meter Setting |
Compactor |
Loose Lift |
Moisture |
% SPD Uncorrected |
% SPD Corrected |
Sample Size |
| Soil Ball |
Nuclear |
Average |
Lower Limit |
Average |
Lower Limit |
| C1 |
SWSM |
4 |
Vibratory Pl |
9 to 12 |
Dry |
4.1 |
96.5 |
95.7 |
92.0 |
91.2 |
8 |
| C2 |
SWSM |
6 |
Vibratory Pl |
6 to 8 |
Dry |
4.1 |
97.1 |
96.2 |
92.5 |
91.6 |
10 |
| C3 |
SWSM |
4 |
Vibratory Pl |
6 to 8 |
Good |
6.4 |
103.3 |
102.1 |
98.5 |
97.4 |
11 |
| C4 |
SWSM |
6 |
Vibratory Pl |
9 to 12 |
Good (wet) |
7.0 |
101.4 |
99.8 |
96.7 |
95.2 |
8 |
| C Total |
SWSM |
|
|
|
|
|
99.8 |
98.8 |
95.1 |
94.2 |
37 |
| B1 |
SWSM |
4 |
Jackhammer |
9 to 12 |
Dry |
4.8 |
99.0 |
97.9 |
94.4 |
93.4 |
8 |
| B3 |
SWSM |
4 |
Jackhammer |
6 to 8 |
Wet |
7.7 |
98.9 |
97.5 |
94.3 |
93.0 |
10 |
| B2 |
SWSM |
4 |
Pneumatic |
6 to 8 |
Dry |
4.2 |
99.8 |
97.7 |
95.1 |
94.6 |
10 |
| B4 |
SWSM |
4 |
Pneumatic |
9 to 12 |
Wet |
7.1 |
99.3 |
98.5 |
94.7 |
94.0 |
8 |
| B Total |
SWSM |
|
|
|
|
|
99.2 |
98.7 |
94.6 |
94.1 |
36 |
| A5 |
SWSM |
4 |
Rammer |
9 to 12 |
Good |
6.0 |
102.6 |
101.7 |
97.8 |
96.9 |
8 |
| A6 |
SWSM |
4 |
Rammer |
6 to 8 |
Good |
6.1 |
102.3 |
100.7 |
97.5 |
95.9 |
10 |
| A7 |
SWSM |
4 |
Jackhammer |
6 to 8 |
Good (wet) |
7.1 |
99.7 |
98.4 |
95.1 |
93.8 |
10 |
| A8 |
SWSM |
6 |
Pneumatic |
6 to 8 |
Good |
6.1 |
101.9 |
101.2 |
97.0 |
96.4 |
9 |
| A Total |
SWSM |
|
|
|
|
|
101.6 |
101.0 |
96.8 |
96.2 |
38 |
Table 4 - SP(br) densities relative to Standard Proctor Density and Test Conditions
| Matrix ID |
Soil |
Meter Setting |
Compactor |
Loose Lift |
Moisture |
% SPD Uncorrected |
% SPD Corrected |
Sample Size |
| Soil Ball |
Nuclear |
Average |
Lower Limit |
Average |
Lower Limit |
| C5 |
SP(br) |
4 |
Vibratory Pl |
6 to 8 |
Dry |
2.2 |
101.2 |
99.6 |
96.7 |
95.2 |
6 |
| C6 |
SP(br) |
6 |
Vibratory Pl |
9 to 12 |
Dry |
2.4 |
101.0 |
100.2 |
96.9 |
95.9 |
10 |
| C7 |
SP(br) |
4 |
Vibratory Pl |
9 to 12 |
Good |
4.6 |
102.4 |
101.0 |
97.9 |
96.6 |
9 |
| C8 |
SP(br) |
6 |
Vibratory Pl |
6 to 8 |
Good |
4.9 |
104.9 |
103.0 |
100.3 |
98.5 |
9 |
| C Total |
SP(br) |
|
|
|
|
|
102.4 |
101.6 |
98.0 |
97.3 |
34 |
| A1 |
SP(br) |
4 |
Rammer |
9 to 12 |
Good |
5.8 |
107.4 |
106.5 |
102.7 |
101.8 |
8 |
| A2 |
SP(br) |
6 |
Rammer |
6 to 8 |
Good |
6.1 |
105.1 |
103.5 |
100.5 |
99.0 |
11 |
| A3 |
SP(br) |
6 |
Jackhammer |
6 to 8 |
Good |
3.8 |
115.0 |
113.9 |
109.9 |
108.9 |
10 |
| A4 |
SP(br) |
4 |
Pneumatic |
6 to 8 |
Good |
5.6 |
104.0 |
102.5 |
99.4 |
98.0 |
8 |
| A Total |
SP(br) |
|
|
|
|
|
107.9 |
106.6 |
103.2 |
101.9 |
39 |
Table 5 - SP(sd) densities relative to Standard Proctor Density and Test Conditions
| Matrix ID |
Soil |
Meter Setting |
Compactor |
Loose Lift |
Moisture |
% SPD Uncorrected |
% SPD Corrected |
Sample Size |
| Soil Ball |
Nuclear |
Average |
Lower Limit |
Average |
Lower Limit |
| A13 |
SP(sd) |
4 |
Rammer |
9 to 12 |
Good |
8.3 |
103.0 |
100.8 |
|
|
6 |
| A14 |
SP(sd) |
6 |
Rammer |
6 to 8 |
Good |
7.8 |
104.3 |
103.4 |
|
|
12 |
| A15 |
SP(sd) |
6 |
Jackhammer |
6 to 8 |
Good |
7.4 |
102.0 |
101.0 |
|
|
10 |
| A16 |
SP(sd) |
4 |
Pneumatic |
6 to 8 |
Good |
6.2 |
104.0 |
102.5 |
|
|
10 |
| A Total |
SP(sd) |
|
|
|
|
|
103.4 |
102.8 |
|
|
38 |
Table 6a - CL densities relative to Standard Proctor Density and Test Conditions (1998 Test Results)
| Matrix ID |
Soil |
Meter Setting |
Compactor |
Loose Lift |
Moisture |
% SPD Uncorrected |
% SPD Corrected |
Sample Size |
| Soil Ball |
Nuclear |
Average |
Lower Limit |
Average |
Lower Limit |
| B5 |
CL |
4 |
Jackhammer |
9 to 12 |
Dry |
21.6 |
90.5 |
87.5 |
|
|
6 |
| B5R |
CL |
4 |
Jackhammer |
6 to 8 |
Dry |
20.2 |
90.0 |
88.2 |
|
|
4 |
| B7 |
CL |
4 |
Jackhammer |
9 to 12 |
Wet |
26.9 |
88.4 |
87.0 |
|
|
7 |
| B6 |
CL |
4 |
Pneumatic |
9 to 12 |
Dry |
21.1 |
90.8 |
89.0 |
|
|
8 |
| B8 |
CL |
4 |
Pneumatic |
6 to 8 |
Wet (good) |
24.7 |
91.6 |
90.1 |
|
|
10 |
| B Total |
CL |
|
|
|
|
|
90.3 |
89.5 |
|
|
36 |
| A9 |
CL |
4 |
Rammer |
9 to 12 |
Good |
24.5 |
91.7 |
90.8 |
|
|
9 |
| A10 |
CL |
4 |
Rammer |
6 to 8 |
Good |
24.4 |
93.0 |
92.0 |
|
|
9 |
| A11 |
CL |
4 |
Jackhammer |
6 to 8 |
Good |
24.7 |
93.3 |
92.0 |
|
|
8 |
| A12 |
CL |
4 |
Pneumatic |
6 to 8 |
Good (dry) |
21.3 |
93.5 |
91.8 |
|
|
10 |
| A Total |
CL |
|
|
|
|
|
92.7 |
92.1 |
|
|
38 |
Table 6b - CL densities relative to Standard Proctor Density and Test Conditions (1998 and 1999 Test Results Based on Revised Soil Ball Test for Clay)
| Matrix ID |
Soil |
Meter Setting |
Compactor |
Loose Lift |
Moisture |
% SPD Uncorrected |
% SPD Corrected |
Sample Size |
| Soil Ball |
Nuclear |
Average |
Lower Limit |
Average |
Lower Limit |
| B5 Redo |
CL |
4 |
Jackhammer |
9 to 12 |
Dry |
15.5 |
91.8 |
89.8 |
|
|
5 |
| B5R (A11) |
CL |
4 |
Jackhammer |
6 to 8 |
Wet |
23.2 |
92.2 |
91.0 |
|
|
12 |
| B7 (B5) |
CL |
4 |
Jackhammer |
9 to 12 |
Wet |
24.5 |
89.6 |
88.3 |
|
|
15 |
| B6 Redo |
CL |
4 |
Pneumatic |
9 to 12 |
Dry |
15.6 |
96.3 |
95.2 |
|
|
4 |
| B6 |
CL |
4 |
Pneumatic |
9 to 12 |
Wet |
21.1 |
90.8 |
89.0 |
|
|
8 |
| B8 (A12) |
CL |
4 |
Pneumatic |
6 to 8 |
Wet |
23.1 |
92.6 |
91.4 |
|
|
10 |
| B (A9) |
CL |
6 |
Rammer |
9 to 12 |
Wet |
24.5 |
91.7 |
90.8 |
|
|
9 |
| B (A10) |
CL |
4 |
Rammer |
6 to 8 |
Wet |
24.4 |
93.0 |
92.0 |
|
|
9 |
| B Total |
CL |
|
|
|
|
|
91.8 |
91.3 |
|
|
83 |
| A9 Redo |
CL |
6 |
Rammer |
9 to 12 |
Good |
19.9 |
97.0 |
96.3 |
|
|
4 |
| A10 Redo |
CL |
4 |
Rammer |
6 to 8 |
Good |
20.3 |
97.6 |
94.5 |
|
|
5 |
| A11 Redo |
CL |
4 |
Jackhammer |
6 to 8 |
Good |
19.9 |
96.9 |
95.6 |
|
|
5 |
| A12 Redo |
CL |
6 |
Pneumatic |
6 to 8 |
Good |
19.2 |
100.8 |
98.1 |
|
|
5 |
| A Total |
CL |
|
|
|
|
|
98.1 |
97.0 |
|
|
19 |