FPID: 000000-0-00-00
Boring: B-1
Latitude: 25.000 Longitude: 25.000 Station: 20+10.00 Offset: -5.00
Boring Drilled from ground surface, Elevation = 100.00 ft. GWT=75.00 ft
Field Log
Depth (ft) / SPT Blows / Material Description / Notes5 / WOH / 12” Weight of Hammer
7.5 / 20 / Brown Sand (SP)
9 / Layer Change
10 / 15 / Greenish Gray Fat Clay Very Stiff (CH)
15 / 23
18 / Layer Change
20 / 50/3” / White Hard Limestone
Soil Data: From SPT Split Spoon Sampler
Sample: S1 Brown Sand USCS: SP
LL: 0 PL:0 PI: NP
Start Depth : 7 ft End Depth: 8 ft
Particle Size Analysis: D50=0.18 mm
Sieve Size / 3 in. / 2 in. / 1 in. / #4 / #10 / #40 / #60 / #100 / #200Sieve Opening (mm) / 76.2 / 50.6 / 25.4 / 4.75 / 2.00 / 0.425 / 0.250 / 0.150 / 0.075
Wt Retained (g) / 0 / 0 / 0 / 0.00 / 0.00 / 12.86 / 79.73 / 57.67
% Retained / 17.4 / 40.3 / 78.1
% Finer / 100.0 / 100.0 / 100.0 / 95.9 / 94.9 / 81.5 / 50.5 / 1.8
% Finer (Total) / 100 / 100 / 100 / 96 / 95 / 77 / 48 / 2
Sample: S2 Brown Sand USCS: CH
Start Depth : 10 ft End Depth:11 ft
LL: 152 PL:45 PI:107
Particle Size Analysis: D50=0.18 mm
Sieve Size / 3 in. / 2 in. / 1 in. / #4 / #10 / #40 / #60 / #100 / #200Sieve Opening (mm) / 76.2 / 50.6 / 25.4 / 4.75 / 2.00 / 0.425 / 0.250 / 0.150 / 0.075
Wt Retained (g) / 0 / 0 / 0 / 0.00 / 0.00 / 12.86 / 79.73 / 57.67
% Retained / 17.4 / 40.3 / 78.1
% Finer / 100.0 / 100.0 / 100.0 / 100.0 / 100.0 / 82.6 / 59.7 / 21.9
% Finer (Total) / 100 / 100 / 100 / 100 / 100 / 83 / 60 / 22
Rock Data
Core Run 1:
BORING / SAMP / DEPTH / DEPTH / ELEV / TEST / LENGTH / Length / DIA. / WET / WET / L / D / CORR.NO. / TOP / BOT. / DATE / MASS / UNIT MASS / RATIO / FACTOR
CORE / (ft) / (ft) / (in) / (ft) / (in) / (g) / (pcf)
B-1/C1 / 1T / 25 / 75 / 11/12/2009 / 2.4000 / 0.2 / 2.4 / 400 / 126 / 1.00 / 1.36
2U / 11/12/2009 / 4.8000 / 0.4 / 2.4 / 800 / 128 / 2.00 / 1.00
3T / 11/12/2009 / 2.4000 / 0.2 / 2.4 / 400 / 121 / 1.00 / 1.36
4T / 30.0 / 70 / 11/12/2009 / 2.4000 / 0.2 / 2.4 / 400 / 127 / 1.00 / 1.36
BORING / SAMP. / w / DRY / MAX. / S. T. / q (u) / DISPL. @ FAIL. / STRAIN / % RECOV. / TARE / WET / DRY
NO. / UNIT MASS / LOAD / STRENGTH / @ FAIL. / WT. / WT. / WT.
CORE / (%) / (pcf) / (lbs) / (psi) / (psi) / (in) / (%) / % RQD / (g) / (g) / (g)
B-1/C1 / 1T / 11.00 / 113.0 / 337.4 / 36.5 / 0.0111 / 95/53 / 76.3 / 433.9 / 395.8
2U / 9.00 / 117.0 / 1225.1 / 252.6 / 0.0219 / 0.42 / 75.1 / 937.5 / 859.3
3T / 7.00 / 113.0 / 858.2 / 82.7 / 0.0309 / 77.1 / 484.6 / 457.5
4T / 8.00 / 118.0 / 408.2 / 40.2 / 0.0147 / 77.2 / 498.8 / 467