[PDF][PDF] Consistency of roughness and rut depth measurement collected with 11 South Dakota road profilers
S Asnani, K Ksaibati… - Transportation research …, 1993 - onlinepubs.trb.org
S Asnani, K Ksaibati, TI Al-Suleiman
Transportation research record, 1993•onlinepubs.trb.orgCONCLUSIONS FIGURE 1 Data gathering and analysis strategies. pavement types were
concrete, bituminous, bituminous over concrete, and concrete-bituminous over concrete. All
test sections were 0.2 mi long and selected to represent a wide range of roughness and rut
depths of pavements in Minnesota. The test sections were conveniently located around the
St. Paul area. Table 1 shows the locations and types of the selected eight test sections. the
IBM-based road profilers are commercially manufactured with slight hardware and software …
concrete, bituminous, bituminous over concrete, and concrete-bituminous over concrete. All
test sections were 0.2 mi long and selected to represent a wide range of roughness and rut
depths of pavements in Minnesota. The test sections were conveniently located around the
St. Paul area. Table 1 shows the locations and types of the selected eight test sections. the
IBM-based road profilers are commercially manufactured with slight hardware and software …
CONCLUSIONS
FIGURE 1 Data gathering and analysis strategies. pavement types were concrete, bituminous, bituminous over concrete, and concrete-bituminous over concrete. All test sections were 0.2 mi long and selected to represent a wide range of roughness and rut depths of pavements in Minnesota. The test sections were conveniently located around the St. Paul area. Table 1 shows the locations and types of the selected eight test sections. the IBM-based road profilers are commercially manufactured with slight hardware and software modifications. Table 2 provides a list of the participating road profilers and their types.
onlinepubs.trb.org