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Home My WebLink AboutENGINEERING PAPERWORKw .91 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue • Rockledge FL 32956- 321.638.0808 • Fax 321.638.0978 ( (961, 06 � C) ji February 13, 2020 Century Complete Homes 8GA1YP4F FEB 2 7 2020 3300 Battleground Avenue Suite 101 BY ST. Lucie County, Permitting Greensboro, NC 27410 St Ltj&. Corot, Attention: Mr. Dan Murray Reference: Final Foundation Certification for HUD Guidelines Lakewood Park - Lot 0005- 6303 Hummingbird Way. 79G Fill Soil Lot Conformation 5303 Hummingbird Way, Ft. Pierce, St. Lucie County, FL UES Project No.:0310.1900516.0006 Dear Mr. Murray: Universal Engineering Sciences, Inc. was retained by Wade Jurney Homes to provide inspection and testing services during the construction of the Lakewood Park- Lot 0005 - 5303 Humingbird Way. in 7501 Brookline Avenue, Ft. Pierce, Indian River County, FL. We provided materials testing services in an effort to ascertain whether the earthwork and placement of structural fill material for the foundation were performed in general conformance to the approved specifications and HUD guidelines. To the best of our knowledge, the foundation soil bearing capacity was satisfied within the depth tested according to the compaction testing dated 01/2&2020, and meets HUD guidelines. We do not undertake the guarantee of the work, nor do we relieve the contractor of their responsibility to produce a completed project conforming to the project plans and specifications, including any deeper site improvement measures. We appreciate to have had the opportunity to provide material testing services for this project. Please do not hesitate to contact us if you should have any questions, or if we can be of further assistance. Universal COA No.: submitted 14 i ��f•rlrU a �.• Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 y�z��2en-o Visit us on the web at www.UniversalEngineering.com �f UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 UES Project No: 0310-1900516.0006 UES DOCS No: UES Report No: 120750-1 DT 012820 In -Place Density Test Report Client: Century Complete Homes FKA Wade Jurney 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 0005 5303 Hummingbird Way 5303 Hummingbird Way, Ft. Pierce, St. Lucie County, FL Area Tested: House lot Type of Test: Field: ASTM D-2937 Drive Cylinder Method Date of Test: 01/28/2020 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions oniv and do not acidrpcs the r nnrlifinn of the __a_ . . .. .. �•�'•'• v — , yW ul 1 Illdl Vlduu (2) ta) comments Key A. Compaction meets min. requirements B. Compaction does not meet min, requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements Universal performed two 5 feet deep hand auger borings at the northwest and southeast comers. No organics, deleterious materials or expansive, highly plastic clays were encountered. Maximum Optimum rri Proctor Dry Moisture # Density Content 25061 106.0 12.5 The proposed residence can be supported upon conventional shallow footing foundation designed for a maximum allowable soil bearing pressure of 2,000 pounds per square foot (psf). Notes: In Place Density Testing must be scheduled for stem wall backfill and footings prior to concrete placement. These tests are in addition to the tests performed. Any additional fill placed will require additional testing at standard unit fees. This testing covers the house pad only. Pool and deck areas were not included in this study, these items can only be tested as they are constructed. Please notify us in the event you wish to test pool subgrade and backfill. This test was performed without deviation from ASTM pmcedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVERSAL 0 EN.GINEE'RING' SCIENCES Consultants 16: Geotechnical Engineering •:En'vironmental Sciences Geophysical _Services'- Materials Testing' -Threshold Inspection Building Code Administration, Compliance inspection &Plan Review 820 Brevard Avenue • Rockledge FL 32955 - 321.638.0808 • Fax 321.638.0978 ! q /,-c\V �f-/_ qq February 13, 2020 (� Century Complete Homes 3300 Battleground Avenue, Suite 101 SCANNED Greensboro, NC 27410 _ _ BY- - Attention: Mr. Dan Murray Reference: Final Foundation Certification for HUD Guidelines Lakewood Park Lot 0008 79G Fill Soil Lot Conformation 5305 Hummingbird Way, Ft. Pierce, St. Lucie County, FL 32967 LIES Project No.: 0310.1900516.0006 Dear Mr. Murray; Universal Engineering Sciences, Inc. was retained by Lally Development, Inc. to provide inspection and testing Services during the construction of the Lakewood Park Lot 0005 — 6305 Hummingbird Way 79G Fill Soil Lot Conformation in Ft. Pierce, St. Lucie County, Florida. We provided professional observation and materials testing services and have made every effort to ascertain whether the earthwork and placement of structural fill material for the foundation were performed in general conformance to the approved specifications and HUD guidelines. To the best of ourknowledge, the foundation soil bearing capacity was satisfied according to the compaction testing dated 0112812020, and meets HUD's guidelines. We do not undertake the guarantee of the work, nor do we relieve the contractor of their responsibility to produce a completed project conforming to the project plans and specifications. We appreciate to have had the opportunity to provide material testing services forthis project. Please do not hesitate to contact us if you should have any questions, or if we can be of further assistance. Respectfully submitted +;�tt ltllfrritf; Universal Engineering Sciences E�j� COA No.: 00000549 Digitally signed by Richard E Hoaglin DN: c=US, o=UNIVERSAL NO -4 • ENGINEERING SCIENCES • rC.ta.G>d`eC�L �i��il-JiNC, ou=A01410D00D0016656 sS,;rQF .` 96604900003A80, � ��.` 'rcn=Richard'E:Hoaglin Date: 2020.02.1408:38:10 -05'00' This item has been electronically signed and Richard E. Hoaglin, P.E. sealed by Richard E. Hoaglin, P.E. using a FLORIDA Digital signature. Printed copies of this meet No. 48796 Professional En document are not considered signed and g sealed and the signature must be ved5ed on any electronic copies. Visit us on the web at www.Universa[Engineering.com U N 1 ` iE R S A L ES DProject No: OCS No: 0310.1900516.0006 ENGINEERING SCIENCES LIES Report No: 120750-1 DT012820 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report Client: Century Complete Homes FKA Wade Jurney 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project:_ _Lakewood Park - Lot-0005-5305 Hummingbird Way - 5305 Hummingbird Way, Ft. Pierce, St. Lucie County, FL Area Tested: House lot Type of Test: Field: ASTM D-2937 Drive Cylinder Method Date of Test: 01/28/2020 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 Drive sleeve west side of pad 0-1 ft 12.00 25061 104.4 8.1 98 A 2 Drive sleeve west side of pad 1-2 ft 12.00 25061 105.4 9.2 99 A 3 Drive sleeve east side of pad 0-1 ft 12.00 25061 105.5 8.6 100 A 4 Drive sleeve east side of pad 1-2 ft 12.00 25061 103.7 8.2 98 A 5 Drive sleeve north side of pad 0-1 It 12.00 25061 105.0 9.0 99 A 6 Drive sleeve north side of pad 1-2 ft 12.00 25061 103.8 9.2 98 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 25061 106.0 12.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements Universal performed two 5 feet deep hand auger borings at the northwest and southeast comers. No organics, deleterious materials or expansive, highly plastic clays were encountered. The proposed residence can be supported upon conventional shallow footing foundation designed for a maximum allowable soil bearing pressure of 2,000 pounds per square foot (psf). Notes: In Place Density Testing must be scheduled for stem wall backfill and footings pdor to concrete placement. These tests are in addition to the tests performed. Any additional fill placed will require additional testing at standard unit fees. This testing covers the house pad only. Pool and deck areas were not included in this study; these items can only be tested as they are constructed. Please notify us in the event you wish to test pool subgrade and backfill. This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.