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 Drainage Study for NHHIP

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AEL performed a floodplain impact analysis along Little Oak Bayou to analyze impacts associated with roadway and bridge/culvert improvements along NHHIP segment 2.

FM 521 PS&E

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FM 521 in Fort Bend County was the reconstruction and urbanization of a 5-mile corridor to widen from 2-lane with a dedicated left-turn lane and open ditch section to a 4-lane with protected left-turn lanes with curb-and-gutter section.



AEL was contracted by CivilTech to perform engineering services for a 3.6-mile stretch of FM1097 in Montgomery County, Texas.

Max Road Reconstruction

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AEL prepared the PS&E for the reconstruction of 1.0 miles of Max Road in the city of Pearland. The project was to convert the existing two-lane roadway to a four-lane boulevard with curb-and-gutter and roadside ditches, including two bridges over Hickory Slough.


Jenson Drive Private Site Development

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AEL was contracted by a private developer to perform a no impact drainage analysis for a  proposed midrise to accommodate low-income housing in East Houston along the Buffalo Bayou on Jensen Dr.

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AEL provided design to Dannenbaum Engineering. Dannenbaum was contracted by HCTRA in the preparation of a PS&E package for Ranch Boulevard extending to FM 359 into the city of Fulshear.

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West Alabama project is located in a highly dense urban area adjacent to an AT&T underground distribution center hub.

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AEL provided the drainage design and hydraulic impact analysis report for the development of a 112 acre plot in Sealy, Texas which is to be turned into a 85 home development.

FM 723 H&H

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AEL was contracted by TxDOT to provide professional engineering services that consisted of conducting a hydrology and hydraulic (H&H) study for widening for existing FM 723 two-lane corridor to a four-lane divided roadway with left-turn lanes.

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AEL was contracted by AECOM to perform roadway drainage engineering for a 2.2 mile stretch of IH45 South from FM 1774 to FM 519.

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The TC Jester project consisted of reconstructing the roadway surface, upsizing, and realigning the underground utilities to be easier to access and maintain.

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Agha Engineering performed a drainage impact analysis for the 52-acres site West Little York development located in MUD No. 370, Harris County, Texas.

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The proposed detention basin is situated inside 300-acres of the area providing many multi-use detention basin ideas. The Willow Creek Detention Basin and Floodplain Preservation Site is located between Willow Creek and SH-99, approximately 2 miles east of SH-249 and west of Sugarberry Place.


Mixed-Use Commercial Complex Along Antoine Road

AEL was contracted by a private developer to design a plot of land for mixed-use commercial development. The project is situated in a suburban setting, and no existing utilities are in the near vicinity.

Church Private Site Development


AEL was contracted by a private developer to design a new church in Southwest Harris County adjacent to Brays Bayou. The site was undeveloped and would be fully used to accommodate the building structures, parking, and the detention pond.

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