| Design |
| Design Life |
20 years |
FL Design Manual |
| Pavement Type |
JPC |
Plans |
| Dowel Bar Diameter |
1.25 in. |
FL Design |
| Transverse Joint Spacing |
16 ft |
FL Design |
| PCC Modulus of Elasticity |
4 x 106 lbf/in2 |
FL Design Manual |
| Transverse Joint Sealant Type |
Silicone |
FDOT |
| Modulus of Subgrade Reaction (k-value) |
200 lbf/in2/in |
FDOT |
| Water-Cement Ratio |
0.42 |
FDOT's current specs: max w/c = 0.5 |
| Percent Subgrade Material Passing #200 |
14% (Range: 1% to 56%) |
FDOT |
| Base Permeability |
Somewhat Permeable |
FDOT |
| Base Thickness |
48 in. |
FDOT |
| Base Modulus of Elasticity |
30,000 lbf/in2 |
Project Team |
| PCC-Base Interface |
Unbonded |
Project Team |
| Base Erodibility Factor (1=ctb, 5=granular) |
4 |
Project Team |
| Traffic |
| Specify Traffic for Year: |
1 |
Plans |
| ADT (both directions) in Traffic Year: |
28,500 |
Plans |
| ESAL Growth Rate |
2.4% |
Plans |
| ESAL Growth Type |
Compound |
Project Team |
| Traffic Directional Factor |
58% |
Plans |
| Percent Trucks |
14% |
Plans |
| Percent Trucks in Outer Lane |
65% |
FL Des Manual |
| Average Truck Load Equivalency Factor |
1.67 ESALs/truck |
FL Des Manual |
| Climate |
| Average Annual Freezing Index |
0°F-days |
DataPave |
| Average Annual Precipitation |
51.2 in. |
DataPave |
| Average Annual Air Freeze-Thaw Cycles |
18 |
LTPP/RPPR data |
| Average Annual No. of Days > 90°F |
57 |
DataPave |
| Climate Zone |
Wet-Nonfreeze |
DataPave |
| Unit Costs |
| Transverse Joint Sealing |
$1.20 per ft |
Project Team |
| Longitudinal Joint Sealing |
$1.00 per ft |
Project Team |
| Transverse Crack Sealing |
$1.00 per ft |
Project Team |
| Local, Full-depth Repairs of Transverse Joints |
NA |
NA |
| Local, Partial-depth Repairs of Transverse Joints |
$50.00/yd2 |
Project Team |
| Local, Full Slab Replacements |
$137.76/yd2 |
Florida Cost Data |
| Local, Partial Slab Replacements |
N/A |
N/A |
| Global, AC overlay |
$11.00/yd2 |
Project Team |
| Global, PCC overlay |
N/A |
N/A |
| Global, Diamond grinding |
$3.01/yd2 |
Florida Cost Data |
| User Cost, % |
5% |
Project Team |
| Basic Specification Information |
| Project Name |
9A (I-295) |
Plans |
| Specification Level |
Level 1 PRS only |
Project Team |
| State |
Florida |
Plans |
| County |
Duval |
Plans |
| Project ID |
209600-1-52-01 |
Plans |
| Traffic Direction |
EB and WB |
Plans |
| Dimensions and Lane Configuration |
| Lane Configuration |
Six, Divided |
Plans |
| Lane 1 (outer) Width |
14 ft |
Plans |
| Lane 2 Width |
12 ft |
Plans |
| Lane 3 Width |
12 ft |
Plans |
| Shoulder Type |
Tied PCC |
Plans |
| Stress Load Transfer Efficiency |
5% |
Project Team |
| Inner Lane Cracking is X% of Outer Lane Cracking |
10% |
Project Team |
| Road Location |
Urban |
Plans |
| Starting Station |
127+00 |
Plans |
| Ending Station |
207+00 (Used 198+05.75) |
Plans |
| Definition of Pavement Performance |
| Predict Transverse Joint Faulting? |
Yes |
Project Team |
| Predict Transverse Joint Spalling? |
Yes |
Project Team |
| Predict Transverse Slab Cracking? |
Yes |
Project Team |
| Predict Decreasing Smoothness? |
Yes |
Project Team |
| Sample Concrete Strength for AQC? |
Yes |
Florida |
| Sample Slab Thickness for AQC? |
Yes |
Florida |
| Sample Air Content for AQC? |
No |
Florida |
| Sample Initial Smoothness for AQC? |
Yes |
Florida |
| Sample Percent Consolidation Around Dowels for AQC? |
No |
Florida |
| AQC Sampling and Testing |
| Strength, Sampling Method |
Cylinders |
Florida Existing Specifications |
| Strength, Timing of Cores |
(N/A for Cylinders) |
Florida Existing Specifications |
| Strength, Number of Samples Per Sublot |
1 |
Florida Existing Specifications |
| Strength, Number of Replicates per Sample |
2 |
Florida Existing Specifications |
| Strength, Target Timing of Testing |
28 days |
Florida Existing Specifications |
| Thickness, Sampling Method |
Independent Cores |
Florida Existing Specifications |
| Thickness, Timing of Samples |
3 days |
Project Team |
| Thickness, Number of Samples Per Sublot |
2 |
Florida PRS |
| Thickness, Number of Replicates per Sample |
1 |
Florida PRS |
| Initial Smoothness, Indicator |
Profile Index
(0.2-in. blanking band) |
Florida Existing Specifications |
| Initial Smoothness, No. of Pass Locations Per Sublot |
3 |
Florida PRS |
| Initial Smoothness, No. of Replicates Per Pass Location |
2 |
Florida PRS |
| Initial Smoothness, Profilograph Reduction Method |
Manual |
Project Team |
| Consolidation, Timing of Samples |
NA |
NA |
| Consolidation, No. of Samples Per Sublot |
NA |
NA |
| Consolidation, No. of Replicates Per Sample |
NA |
NA |
| AQC As-Designed Target Value Definition |
| Determine target LCC by |
Estimate LCC through Simulation |
Project Team |
| Concrete Strength, Sampling Method |
Distribution |
Project Team |
| Concrete Strength, Mean |
4,500 lbf/in2 |
Historic Data |
| Concrete Strength, Standard Deviation |
610 lbf/in2 |
Historic Data |
| Slab Thickness, Sampling Method |
Distribution |
Project Team |
| Slab Thickness, Mean |
12.5 in. |
Plans |
| Slab Thickness, Standard Deviation |
0.5 in. |
Historic Data |
| Initial Smoothness, Sampling Method |
Distribution |
Project Team |
| Initial Smoothness, Mean |
3.0 in./mi |
Florida Existing Specifications |
| Initial Smoothness, Standard Deviation |
1.0 in./mi |
Historic Data |
| % Consolidation Around Dowels, Sampling Method |
NA |
Not Applicable |
| % Consolidation Around Dowels, Mean |
NA |
Not Applicable |
| % Consolidation Around Dowels, Standard Deviation |
NA |
Not Applicable |
| Simulation Control |
| Number of Lots to Simulate at Each Factorial Point |
1,500 |
Project Team |
| Minimum No. of Sublots per Lot to Simulate |
3 |
Florida PRS |
| Maximum No. of Sublots per Lot to Simulate |
3 |
Florida PRS |
| Average Bid Price |
$30.00/yd2 |
Estimated |
| Analysis Period |
40 years |
Project Team |
