KYTC Lightweight Material on Culvert Design

District	County	Route No.	Latitude	Longitude	Culvert Width	Culvert Height	Existing Fill Height	New Fill Height	Soil Type	Soil Elastic Modulus	Soil Density	LWM Type	LWM Elastic Modulus	LWM Density
20 5	Jefferson	I-71 SB	0.0000000000	0.0000000000	7	4	39.9	49.8	User Defined Property	41775	125	EPS 46	267840	2.85
21 5	Jefferson	I-71	0.0000000000	0.0000000000	5	4	9.5	11.5	User Defined Property	41775	125	EPS 46	267840	2.85
22 11	Laurel	I-75	0.0000000000	0.0000000000	4	4	61	65.4	User Defined Property	41775	125	Light Aggregates	835475	52.765
23 11	Laurel	I-75	0.0000000000	0.0000000000	4	4	60	65	User Defined Property	41775	125	Light Aggregates	835475	52.765
24 11	Laurel	I-75	0.0000000000	0.0000000000	5	4	20.8	21.9	User Defined Property	41775	125	Light Aggregates	835475	52.765
25 9	Rowan	KY 32	0.0000000000	0.0000000000	19.7	8.3	16.7	22.4	User Defined Property	41775	125	Light Aggregates	835475	52.765
27 7	Scott	US 460	0.0000000000	0.0000000000	25	14	7	11.25	Low plasticity Soil-Clay	41775	118.645	Light Aggregates	835475	52.765
15 3	Warren	CS 1004	37.7895648280	83.9786543457	8	10	10	15	Uniform-coarse Soil-Sand	522233.3	99.911	Shredded tire chips	21096	32.499
26 7	Woodford	US 68	0.0000000000	0.0000000000	7	4	39.9	49.8	User Defined Property	41776	126	User Defined Property	7200	1.26


List of Existing Lightweight Material Profile Design