Bridge diagram and node labeling. Dial gages located at points 1, 2 and 3.

Test #1. Truck's front axle placed at location 3.

Gage #	Zero (in)	Disp 3 (in)	Net 3 (in)
1	0.0035	0.0335	0.0300
2	0.0035	0.0400	0.0365
3	0.0000	0.0400	0.0400

Test #2. Truck's front axle placed at location 3.

Gage #	Zero (in)	Disp 3 (in)	Net 3 (in)
1	0.0035	0.0310	0.0275
2	-0.0025	0.0380	0.0405
3	-0.0015	0.0355	0.0370

Test #3. Moving Load; Front axle placed at location 1, 3 and 4.

Gage #	Zero (in)	Disp 1 (in)	Net 1 (in)	Disp 3 (in)	Net 3 (in)	Disp 4 (in)	Net 4 (in)
1	0.0040	0.0250	0.0210	0.0310	0.0270	0.0090	0.0050
2	-0.0035	0.0235	0.0270	0.0365	0.0400	0.0150	0.0185
3	-0.0020	0.0185	0.0205	0.0355	0.0375	0.0180	0.0200

Test #4. Moving Load; Front axle placed at location 1, 3 and 4.

Gage #	Zero (in)	Disp 1 (in)	Net 1 (in)	Disp 3 (in)	Net 3 (in)	Disp 4 (in)	Net 4 (in)
1	0.0040	0.0240	0.0200	0.0295	0.0255	0.0075	0.0035
2	-0.0015	0.0250	0.0265	0.0380	0.0395	0.0155	0.0170
3	-0.0010	0.0185	0.0195	0.0350	0.0360	0.0170	0.0180

Summary of results. All displacements are inches.

	Front axle at 1			Front axle at 3			Front axle at 4
Test	gage 1	gage 2	gage 3	gage 1	gage 2	gage 3	gage 1	gage 2	gage 3
1	-	-	-	0.0300	0.0365	0.0400	-	-	-
2	-	-	-	0.0275	0.0405	0.0370	-	-	-
3	0.0210	0.0270	0.0205	0.0270	0.0400	0.0375	0.0050	0.0185	0.0200
4	0.0200	0.0265	0.0195	0.0255	0.0395	0.0360	0.0035	0.0170	0.0180
Mean	0.0205	0.0268	0.0200	0.0275	0.0391	0.0376	0.0043	0.0178	0.0190
Max	0.0210	0.0270	0.0205	0.0300	0.0405	0.0400	0.0050	0.0185	0.0200
Min	0.0200	0.0265	0.0195	0.0255	0.0365	0.0360	0.0035	0.0178	0.0180