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FWD

Data on fwd tests and other pavement surveys

About FWD Tables

FWD Test Data

Test No	Station	Lane	Temperature	Time	LoadP	Defl1	Defl2	Defl3	Defl4	Defl5	Defl6	Defl7	North 34RW	East 34RW	Slab No	North Slab	East Slab	Heading
91	A5T	0	38.0	2339	32654	6.20	4.62	3.82	3.28	2.88	2.47	2.13	320.500	9.375	A5	0.500	9.375
91	A5T	0	38.0	2339	33242	6.17	4.69	3.91	3.37	2.86	2.45	2.22	320.500	9.375	A5	0.500	9.375
91	A5T	0	38.0	2339	32885	6.22	4.68	3.86	3.32	2.87	2.46	2.24	320.500	9.375	A5	0.500	9.375
91	A5T	0	38.0	2339	32869	6.22	4.62	3.82	3.32	2.89	2.48	2.16	320.500	9.375	A5	0.500	9.375
91	A5T	0	38.0	2339	41485	7.55	5.75	4.79	4.10	3.52	3.07	2.67	320.500	9.375	A5	0.500	9.375
91	A5T	0	38.0	2339	41310	7.56	5.70	4.75	4.08	3.52	3.05	2.63	320.500	9.375	A5	0.500	9.375
91	A5T	0	38.0	2339	41247	7.57	5.67	4.75	4.09	3.52	3.03	2.66	320.500	9.375	A5	0.500	9.375
91	A5T	0	38.0	2339	41144	7.54	5.66	4.74	4.07	3.49	3.03	2.65	320.500	9.375	A5	0.500	9.375
91	A5T	0	38.0	2339	53796	10.08	7.54	6.22	5.30	4.58	3.93	3.45	320.500	9.375	A5	0.500	9.375
91	A5T	0	38.0	2339	53812	10.12	7.54	6.22	5.32	4.59	3.96	3.44	320.500	9.375	A5	0.500	9.375
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FWD Parameters

Test No	Test Date	N Drops	Total Drops	N Sensors	Radius	Loc 1	Loc 2	Loc 3	Loc 4	Loc 5	Loc 6	Loc 7	Note	Test Type
20	19960302	12	311	7	5.9	0.0	12.0	24.0	36.0	48.0	60.0	72.0		Environmental Slab
21	19970408	12	312	7	5.9	0.0	12.0	24.0	36.0	48.0	60.0	72.0		Environmental Slab
22	19950503	16	412	7	5.9	0.0	12.0	24.0	36.0	48.0	60.0	72.0		Environmental Slab
23	19950502	3	39	7	5.9	0.0	12.0	24.0	36.0	48.0	60.0	72.0		Principal
24	19950503	3	48	7	5.9	0.0	12.0	24.0	36.0	48.0	60.0	72.0		Gage Verification
25	19960303	3	135	7	5.9	0.0	12.0	24.0	36.0	48.0	60.0	72.0		Gage Verification
26	19970413	3	120	7	5.9	0.0	12.0	24.0	36.0	48.0	60.0	72.0		Gage Verification
27	19950502	3	9	7	5.9	0.0	12.0	24.0	36.0	48.0	60.0	72.0		Reference
28	19950503	3	9	7	5.9	0.0	12.0	24.0	36.0	48.0	60.0	72.0		Reference
30	19930714	3	24	7	5.9	0.0	12.0	24.0	36.0	48.0	60.0	72.0		Gage Verification
1 2 3 4 5

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Survey Unit PCI

Survey Date	Survey Unit ID	PCI	Unit Size
02-AUG-1994	1	86.0	20
02-AUG-1994	2	85.0	20
02-AUG-1994	3	82.0	20
02-AUG-1994	4	85.0	20
02-AUG-1994	5	90.0	20
02-AUG-1994	6	86.0	20
02-AUG-1994	7	96.0	20
02-AUG-1994	8	86.0	20
02-AUG-1994	9	100.0	20
02-AUG-1994	10	100.0	20
1 2 3 4 5 6

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Contact the Project Lead: Dr. David Brill, Airport R&D

Last Update: 05/18/09