Chattanooga
Chattanooga, USA

Existing Pavement Evaluation in Chattanooga

We recently evaluated a failed section of Amnicola Highway in Chattanooga where the asphalt had alligator cracked within two years of resurfacing. The owner wanted answers, not guesses. We ran a full existing pavement evaluation that included FWD deflection testing and recovered cores for lab analysis. That data told us the base was saturated and the subgrade CBR was below 3. We designed a drainage retrofit and a 4-inch overlay with geogrid. The fix held. For similar pavement issues, we often pair this evaluation with a georradar survey to map subsurface anomalies and with CBR testing to confirm bearing capacity. Knowing the existing structure before you design saves money and prevents repeat failures.

Illustrative image of Existing pavement evaluation in Chattanooga
Pavement evaluation is not just about cracks: it is about measuring layer stiffness and water vulnerability to predict remaining service life.

Technical details of the service in Chattanooga

Chattanooga sits in a valley with high humidity and frequent freeze-thaw cycles, which accelerates pavement deterioration. Our evaluation protocol starts with a visual distress survey (ASTM D6433), then FWD testing to measure layer moduli, and finally core recovery for thickness verification and material sampling. We also conduct granulometry and Atterberg limits on the base and subgrade to assess moisture sensitivity. When the subgrade is suspect, we add plate load tests to measure modulus of subgrade reaction (k-value). The combination of these methods gives a complete picture of structural capacity and remaining life. We have seen sections of I-24 where the original 1960s base still performs well, and others where a shallow water table has turned the subgrade to mush.
Existing Pavement Evaluation in Chattanooga
ParameterTypical value
FWD deflection (d0)8–25 mils (typical range)
Core thickness (asphalt)2.5–8.0 in
Base CBR (field)15–45
Subgrade CBR (field)2–8
Modulus of subgrade reaction (k)50–200 pci
Layer moduli (backcalculated E)150–500 ksi (HMA)

Local geotechnical conditions in Chattanooga

Chattanooga's urban core has expanded rapidly over the last two decades, with old industrial sites and river terraces converted into commercial corridors. Many of these areas have undocumented fill or buried utilities that complicate pavement evaluation. We have seen parking lots built on demolition debris that settled unevenly within months. Ignoring the existing pavement condition before overlay or reconstruction leads to premature cracking, reflective cracking, and ride quality complaints. The risk is higher along corridors like Broad Street and Market Street where traffic loads have increased significantly. A thorough evaluation identifies weak spots and allows selective repair instead of full removal.

Need a geotechnical assessment?

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Email: contact@geotechnicalengineering1.sbs
Applicable standards: ASTM D4694-09 (FWD deflection), ASTM D6433 (Pavement condition index), AASHTO T-307 (Backcalculation of layer moduli)

Our services


We offer a complete suite for existing pavement evaluation in Chattanooga, from field testing to laboratory analysis and rehabilitation recommendations.

FWD Deflection Testing

Falling Weight Deflectometer testing on asphalt and concrete pavements. We measure deflection basins at 50-ft intervals and backcalculate layer moduli using AASHTO T-307. Results include structural number (SN) and remaining life.

Core Sampling & Thickness Verification

Recover 4-inch diameter cores from asphalt or concrete pavements. We measure thickness, record layer interfaces, and identify stripping or debonding. Cores are delivered to the lab for further testing.

CBR & Subgrade Strength Testing

Field CBR tests using ASTM D4429 to measure bearing capacity of base and subgrade. We correlate results with DCP data for continuous profiles. Useful for overlay design and subgrade improvement decisions.

Laboratory Material Characterization

Granulometry (ASTM D6913), Atterberg limits (ASTM D4318), and resilient modulus (AASHTO T-307) on recovered materials. We identify moisture susceptibility and provide layer coefficients for pavement design.

Common questions

How long does a typical existing pavement evaluation take in Chattanooga?

A standard evaluation for a parking lot or local road takes 2–4 days for field testing and another 5–7 business days for lab analysis and reporting. Larger corridors like Amnicola Highway may require 1–2 weeks of fieldwork.

What is the difference between FWD and DCP for pavement evaluation?

FWD measures deflection of the entire pavement structure under a simulated wheel load and is used for backcalculating layer moduli. DCP measures penetration resistance in the subgrade only and is faster for spot checks. We use both depending on the project scope.

Can you evaluate concrete pavements the same way as asphalt?

Similar but with different parameters. For concrete, we measure joint load transfer, slab curvature, and concrete cores for compressive strength and thickness. FWD is used but the analysis follows PCA or AASHTO rigid pavement methods.

How much does an existing pavement evaluation cost in Chattanooga?

Costs typically range between US$1,310 and US$3,850 depending on the number of test points, coring requirements, and laboratory testing. Contact us for a scope-specific quote.

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