FDOT Emergency Travel Alert: For information on the current situation, please visit the following
page - 
State Materials Office
Note: The roadway core test results are for informational purposes only and are not to be considered as a guarantee of the pavement composition other than at the locations identified in this summary. This web page contains the past five years of roadway core test results. To request a copy of an earlier report, please contact the State Materials Office Asphalt Records Section at (352) 955-6600.
Sorted By: County, File Name
|
County |
File Name |
S.R. |
M.P. |
File Type-Size |
|---|---|---|---|---|
|
Alachua |
26 |
0.000-11.690 |
PDF - 31KB |
|
|
Alachua |
20 |
16.802-19.743 |
PDF - 19KB |
|
|
Alachua |
26 |
18.890-21.120 |
PDF - 18KB |
|
|
Alachua |
26 |
9.953-12.455 |
PDF - 18KB |
|
|
Alachua |
120 |
0.000-1.322 |
PDF - 15KB |
|
|
Alachua |
121 |
3.540-8.043 |
PDF - 21KB |
|
|
Alachua |
121 |
0.000-8.698 |
PDF - 25KB |
|
|
Alachua |
200 (US 301) |
1.220-2.861 |
PDF - 17KB |
|
|
Alachua |
200 (US 301) |
20.816-26.115 |
PDF - 22KB |
|
|
Alachua |
26 |
0.000-11.690 |
PDF - 37KB |
|
|
Alachua |
20 |
2.890-6.217 |
PDF - 18KB |
|
|
Alachua |
25 (US 441) |
13.440-17.471 |
PDF - 21KB |
|
|
Alachua |
235 |
1.040-13.739 |
PDF - 21KB |
|
|
Baker |
8 |
20.153-25.462 |
PDF - 29KB |
|
|
Baker |
2 |
0.000-14.702 |
PDF - 21KB |
|
|
Bradford |
100 |
0.000-10.168 |
PDF - 22KB |
|
|
Bradford |
230 |
0.000-3.843 |
PDF - 18KB |
|
|
Clay |
100 |
0.000-5.304 |
PDF - 18KB |
|
|
Clay |
15 |
8.261-10.923 |
PDF - 19KB |
|
|
Clay |
21 |
3.106-7.137 |
PDF - 20KB |
|
|
Clay |
21 |
1.855-3.016 |
PDF - 15KB |
|
|
Clay |
15 |
6.553-8.261 |
PDF - 19KB |
|
|
Columbia |
10 |
11.954-14.664 |
PDF - 18KB |
|
|
Columbia |
47 |
0.000-4.011 |
PDF - 18KB |
|
|
Columbia |
47 |
0.000-4.312 |
PDF - 18KB |
|
|
Columbia |
I-75 |
14.989-19.008 |
PDF - 18KB |
|
|
Columbia |
8 |
0.000-9.522 |
PDF - 32KB |
|
|
Columbia |
93 (I-75) |
26.718-30.447 |
PDF - 25KB |
|
|
Columbia |
47 |
15.700-32.010 |
PDF - 26KB |
|
|
Dixie |
55 |
25.832-29.216 |
PDF - 19KB |
|
|
Duval |
A1A |
0.000-3.451 |
PDF - 15KB |
|
|
Duval |
101 |
0.383-3.509 |
PDF - 19KB |
|
|
Duval |
128 |
0.000-1.490 |
PDF - 15KB |
|
|
Duval |
105 |
5.975-7.538 |
PDF - 17KB |
|
|
Duval |
211 |
3.124-7.096 |
PDF - 18KB |
|
|
Duval |
105 |
0.000-9.453 |
PDF - 22KB |
|
|
Duval |
111 |
10.822-11.875 |
PDF - 15KB |
|
|
Duval |
5 (US 1) |
3.700-5.496 |
PDF - 16KB |
|
|
Duval |
5 |
12.100-13.450 |
PDF - 18KB |
|
|
Duval |
10 |
0.000-3.199 |
PDF - 22KB |
|
|
Duval |
228 |
9.792-16.590 |
PDF - 28KB |
|
|
Duval |
15A |
0.954-3.708 |
PDF - 19KB |
|
|
Duval |
9A (I-295) |
1.424-5.684 |
PDF - 20KB |
|
|
Duval |
9A |
0.000-5.410 |
PDF - 17KB |
|
|
Duval |
15 |
2.500-4.107 |
PDF - 15KB |
|
|
Duval |
115 |
7.120-9.640 |
PDF - 19KB |
|
|
Duval |
5 |
6.015-10-140 |
PDF - 23KB |
|
|
Duval |
115 |
0.000-3.334 |
PDF - 20KB |
|
|
Duval |
15 |
3.800-4.990 |
PDF - 20KB |
|
|
Duval |
9A |
11.232-13.125 |
PDF - 18KB |
|
|
Duval |
8 |
0.000-8.989 |
PDF - 27KB |
|
|
Duval |
15 |
8.281-10.327 |
PDF - 18KB |
|
|
Duval |
9A |
22.422-28-591 |
PDF - 21KB |
|
|
Duval |
13 |
0.000-2.090 |
PDF - 15KB |
|
|
Duval |
15 (US 17) |
4.107-7.449 |
PDF - 20KB |
|
|
Duval |
212 (Beach Blvd/US 90) |
0.000-3.680 |
PDF - 21KB |
|
|
Duval |
9 (I-95) |
4.314-10.513 |
PDF - 22KB |
|
|
Hamilton |
US-41 |
0.000-16.538 |
PDF - 30KB |
|
|
Hamilton |
93 |
8.874-19.175 |
PDF - 28KB |
|
|
Hamilton |
93 |
19.175-28.746 |
PDF - 33KB |
|
|
Hamilton |
93 |
0.000-9.780 |
PDF - 31KB |
|
|
Hamilton |
100 |
0.000-7.590 |
PDF - 20KB |
|
|
Hamilton |
25 (US 41) |
16.367-24.838 |
PDF - 16KB |
|
|
Levy |
121 |
0.000-7.132 |
PDF - 21KB |
|
|
Levy |
500 |
36-685-38.340 |
PDF - 16KB |
|
|
Levy |
500 |
29.492-34.305 |
PDF - 25KB |
|
|
Madison |
145 |
6.702-13.000 |
PDF - 18KB |
|
|
Madison |
53 |
1.054-6.702 |
PDF - 18KB |
|
|
Madison |
20 |
0.000-5.794 |
PDF - 21KB |
|
|
Madison |
145 |
13.000-20.222 |
PDF - 20KB |
|
|
Madison |
10 |
0.000-6.087 |
PDF - 20KB |
|
|
Madison |
8 |
0.000-11.333 |
PDF - 40KB |
|
|
Madison |
8 |
11.333-16.941 |
PDF - 21KB |
|
|
Madison |
8 |
16.941-23.686 |
PDF - 22KB |
|
|
Madison |
8 |
23.686-32.900 |
PDF - 38KB |
|
|
Nassau |
A1A |
0.000-5.693 |
PDF - 21KB |
|
|
Nassau |
A1A |
0.807-5.805 |
PDF - 18KB |
|
|
Nassau |
5 (US 17) |
10.737-13.375 |
PDF - 17KB |
|
|
Nassau |
A1A |
7.020-11.398 |
PDF - 18KB |
|
|
Nassau |
200 |
27.340-30.548 |
PDF - 22KB |
|
|
Nassau |
200 |
0.000-8.181 |
PDF - 33KB |
|
|
Nassau |
8 |
0.000-0.710 |
PDF - 19KB |
|
|
Putnam |
21 |
0.000-7.781 |
PDF - 18KB |
|
|
Putnam |
26 |
0.000-5.702 |
PDF - 18KB |
|
|
Putnam |
US 17 |
18.445-23-368 |
PDF - 19KB |
|
|
Putnam |
100 |
0.000-19.352 |
PDF - 34KB |
|
|
Putnam |
15 |
1.298-4.504 |
PDF - 22KB |
|
|
St. Johns |
A1A |
2.437-7.136 |
PDF - 18KB |
|
|
St. Johns |
US 1 |
12.032-16.199 |
PDF - 22KB |
|
|
St. Johns |
16 |
15.900-20.881 |
PDF - 19KB |
|
|
Suwannee |
93 |
0.000-3.656 |
PDF - 21KB |
|
|
Suwannee |
8 |
5.861-15.099 |
PDF - 22KB |
|
|
Taylor |
30 (US 98) |
0.000-11.861 |
PDF - 32KB |
|
|
Taylor |
55 |
7.809-24.844 |
PDF - 92KB |
|
|
Union |
10 |
11.890-25.448 |
PDF - 30KB |
|
|
Union |
238 |
0.000-13.887 |
PDF - 28KB |
The asphalt compositions are provided as Adobe Acrobat PDF files and require the free Acrobat Reader Software.
