Geotechnical Report Addendum - Letter AC-857579_HWY-261.pdf
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- Attached to
- Landslide Repairs in Morovis, Puerto Rico
- Solicitation number
- 693C73-24-B-000015
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This document is an Addendum Letter to a Geotechnical Report for a landslide evaluation at PR-155, Km. 40.3, in Morovis, Puerto Rico. The letter was prepared by Luis O. Garcia & Associates Geo CIM, Inc. for UNIPRO Architects-Engineers LLP, the engineering firm overseeing the project. The letter states that additional analysis regarding the stability of the final selected alternative will be performed during the final design stage, after the retaining structure dimensions and depth are established.
The related federal contract opportunity is for Landslide Repairs in Morovis, Puerto Rico, Solicitation Number 693C73-24-B-000015. This is a sealed bid solicitation from certified Small Business Concerns only, with an expected project cost range of $10,000,000 to $15,000,000. The work includes embankment reconstruction, various retaining wall construction, drainage system installation, paving, and other related repairs on PR-155 and PR-159. Bid documents are expected to be issued on or about July 23, 2024, with the bid due date and location to be specified in the solicitation.
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LUIS O. GARCIA & ASSOCIATES
GEOTECHNICAL ENGINEERING CONSULTANTS
Partners Luis Oscar García, MSCE, CE Carlos García Echevarría, MSCE
Associate Alejandro E. Soto, MS, PG
AMELIA DISTRIBUTION CENTER, EMMA STREET NO. 26A, GUAYNABO, PR 00968-8007
TEL. (787) 792-2626 FAX (787) 782-5990
Email: cgarcia@geocim.com
April 25, 2019
UNIPRO Architects-Engineers LLP
PO Box 10914
San Juan, P.R. 00922-0914
Attn.: Eng. Carlos Pérez Bras cperez@uniproqep.net
Eng. Emmanuel González egonzalez@uniproaep.net
Re: Addendum Letter to Geotechnical Report for Landslide Evaluation Located at
PR-155, Km. 40.3, Morovis, PR
ER-HWY-261, AC-816544
Dear Eng. Pérez Bras:
In our geotechnical report for the subsoil investigation, evaluations and recommendations regarding the landslide at the above referenced site, we have evaluated the stability of the proposed geotechnical alternatives based on our experience, subsurface conditions encountered at the site and evaluation of allowable soil bearing pressures on the recommended bearing strata.
Additional analysis regarding the stability of the final selected alternative at this site will also be performed during the final design stage of the selected alternative when final dimensions and depth of the retaining structures are established.
Cordially, LUIS O. GARCIA & ASSOCIATES
GEO CIM, INC.
Carlos García Echevarría, P.E.
N:\0000-project files\5159 Landslide Evaluations UNIPRO\UNIPRO Landslide Sites\Landslides A\PR-155 Km
40.3\Addendum Letter ER-HWY-261 PR-155 km 40.3 Morovis.doc
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