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Home My WebLink AboutFIELD & LABORATORY REPORTr r , UNiAhERSAL I ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • TF reshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 Construction FIELD AND LABOF Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 71 / 5349 Oakland Lake Circle Fort Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (U field inspection services on the above project. Testing sheets. The contents of this package are summarized UES Project No.: 0310.1700251.0006 Date Typed: May 04, 2018 SCANNED Ley rials Testing Services RY REPORT COVER PAGE it-Gf(0z RECEIVED SEP S 2010 Permitting Department St. Lucie County representative(s) performed construction materials testing and/or As and/or inspection observations are reported on the attached Scope of Work Work Order No. Date I Type of Report 96109-1 1 04/23/2018 In -Place Density Test Report w/Activity Record We hope this information is sufficient for your immediate) needs. If you have any questions, please do not hesitate to contact the undersigned. [CC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; sign adn seal to ryan homes Sincerely, Universal Engineerin Certificate of AuthonzEi mr 1 • t n• Sciences, Inc. m No. 000005, Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 f' UES 'r-_• ;ect No: 0310.1700261.0006 UNIVERSAL UES ROCS No: UES Report No. 96109-1 ARC 042318 ENGINEERING SCIENCES On -Site Time (hrs): 0.50 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing -'Threshold Inspection Travel Time (hrs): 0.25 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 0.75 820 Brevard Avenue, Rockledge, FL 32955 - P: 321..638.0808 - F: 321.638.0978 Ryan Homes 1 Client: 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 71 Project: 5349 Oakland Lake Circle Fort Pierce, St. Lucie County, FL Date of Activity: Monday, 23 April, 2018 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Techn earthwork testing for the House lot. While on site, the technician observed the general cor lot. All test(s) were performed in accordance with the i compaction requirements of 95% of the maximum dry was present at the above referenced project site for the purpose of n of the areas to be tested and performed 4 density test(s) for House 11 D-6938 Nuclear Gauge Method and were found to meet the project ;ity per ASTM D-1557. The Contractor was notified of the test results or a copy lwas left for their records. UNIVERSAL UUE�t Project No: ES'DOCS No 0310.1700251.0006 ENGINEERING SCIENCES UESReport No: 96109-1 DT042318 Consultants Ini Geotechnical Engineering • Environmental Sciences Geophysical -Services • Materials Testing • Threshold Inspection Building Code Administration, Compliancelnspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 71 5349 Oakland Lake Circle Fort Pierce, St. Lucie County, FL Area Tested: House lot Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 04/23/2018 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 N/W Test 0-1 ft 12100 21235 113.4 11.6 98 A 2 N/E Test 0-1 ft 1200 21235 113.8 13.0 98 A 3 S/E Test 0-1 ft 12f�00 21235 112.8 11.4 97 A 4 S/W Test 0-1 ft 12! 00 I 21235 112.7 11.5 97 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21235 116.0 10.0 (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 This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written 1 pproval of Universal Engineering Sciences. I I I W ENGINEER N`G' S Consultants In Geotechnical'Engmee�ing •:Er Geophysical 5eryices • Materials Testing Building CodeAdm` 1fiJ ration ; C# lip lance lni 820 Brevard Avenue, Rockledge, FL 32955- - P: 321.638.0 Construction M FIELD AND LABORA Client: Ryan Homes 1450 Centrepark Blvd Suite 840 West Palm Beach, FL 33401 Project: Oaklan a Su ion Lot 71 5349 Oakland Lake Circle" Fort Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (U field inspection services on the above project. Testing sheets. The contents of this package are summarized UES•ject No.: 0310.1700251.0006 AL Date Typed: May 04, 2018 NCES iertal Sciences �Id;;lnspectiori i &Flan Review RECEIVED - F: 321.638.0978 Is Testing Services SEP 2 7 2018 'REPORT COVER PAGE ST. Lucie County, Permitting representative(s) performed construction materials testing and/or dts and/or inspection observations are reported on the attached of Work Work Order No. I Date I Type of Report J 96109-1 04/23/2018 In -Place Density Test Report inn/Activity Record We hope this information is sufficient•for your immediatel needs. If you have any'questions, please do not hesitate to contact the undersigned. ; Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 �: �• Richard E. Hoaglin, M. rvo. :2018.05.04 .. Q • STATI= OF � � . 16:28:35 i Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 45796 I This item has been electronically sr ned.and sealed b i Y. 9 Y Richard E. Hoaglin, P.E. using a: Digital Signature. Printed r • copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. I , [CC Email: cbugg@nvrinc.com; elibdhi@nvdnc.com; jomcalii@nvrinc.com; sign adn seal to ryan homes 11NI�Yf R 820 Brevard Avenue, Rockledge, FL .32955 .P:.321.1 IPIALUES ! .::;Ect No: 0310.17'00251=0.6 UES DOCS No: UES Report No: 96109-1 ARC 042318 ENCES On -Site Time (hrs): 0.60 nnientaI5 eIncesLab Time (firs): 0.00 shold.lnspgction Travel Time (hrs): 0.26 ion&PlanReview Total Time (hrs):0.75 38.0808 - F: 321.638.0978 Aciivity Record Ryan Homes Client: 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 79 Project: 5349 ,Oakland Lake Circle Fort Pierce, St. Lucie County, FL Date of Activity: Monday, 23 April, 2018 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the House lot. While on site, the technician observed the general condition of the areas to be tested:and performed 4 density test(s) for House lot. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. r y UNIVERSAL E:NGI.NEE,RING SCIENCES Coysultan' slP Geotechrncal.Engineenng • Envir'IIonmental Sciences, �anniivciral Sa'r'vtrac MatarialcTastinti �,IhYpahnid'Insnerunn 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 UE5 Project. No: 0310.1700251.0006 UES DOCS No: UES Report No: 96109-1 DT 042318 In -Place Density Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 71 5349 Oakland Lake Circle Fort Pierce, St. Lucie County, FL Area Tested: House lot Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 04/23/2018 Lab: ASTM D1557 Modified Proctor . I 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 address the condition of the underlvin4 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 N/W Test 0-1 ft 12� 00 21235 113.4 11.6 98 A 2 WE Test 0-1 ft 12.00 21235 113.8 13.Q 98 A 3 S/E Test 0-1 ft 121.00 21235 112.8 11.4 97 A 4 S/VV Test 0-1 ft 12I.00 21235 112.7 11.5 97 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture. # Density Content 21235 116.0 10.0 (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 This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the writtenl approval of Universal Engineering Sciences. f U-Ni'Ve'MR ENGINEERING. SI Consultants In: Geotechnical Engineering •.Ei A. ACES Geophysical Services,• Materials Testing-i Threshold Inspection Building Code Administration, Compliance Inspection & Wan Review 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 ConstructionMaterials Testing Services FIELD AND LABORATORY REPORT COVER PAGE UE,L`.=':z-ject No.: 0310.1700251.0006 Date Typed: May 04, 2018 /edq- b(Gz RECEIVED Client: Ryan Homes AUG 317018 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 permitting Department St. Lucie County Project: Oakland Lake Subdivision Lot 71 ,Fort Pierce, St. Lucie County, /FL As requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or field inspection services on the above project J Testing results and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. Date Type of Report 96109-1 1 04/23/2018 In -Place Density/rest Report w/Activity Record We hope this information is sufficient fo� your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, Universal Engineering Sciiences, Inc. Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No, 48796 COM o ryan homes N ' ` RSAI, UES Mt No: 0310.1700251.0006 UES DOCS No: UES Report No: 96109-1 ARC 042318 ENGINEERING SCIENCES On -Site Time (hrs): 0.50 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing i Threshold Inspection Travel Time (hrs): 0.25 Building Code Administration; Compliance Inspection & Plan'Review Total Time (hrs): 0.75 820 Brevard Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 71 ,Fort Pierce, St. Lucie County, FL Date of Activity: Monday, 23 April, 2018 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician wa's present at the above referenced project site for the purpose of earthwork testing for the House lot. I While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House lot. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. U N I V riRS ENGINEERING SC11 Consultants Inc Geotechnical Engineering • Enviroi Geophysical, Services • Materials Testing • Thre: Building Code Administration, Compliance Inspect 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 Client: Project: Area Tested: Type of Test: Technician: Requirements: AL LACES Id' Inspection 4c Plan Review - F: 321.638.0978 Ryan Homes ', 1450 Centrepark Blvd Suite 346 West Palm Beach, FL 33401 I Oakland Lake Subdivision Lot T ,Fort Pierce, St. Lucie County, F House lot Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Cherrnay UL—project No: UES DOCS No: UES Report No: 0310.1700251.0006 96109-1 DT 042318 Date of Test: 04/23/2018 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition offthe underlying soils below the tested depths. Test No. Location of Test Range Depth (inch) j Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 N/W Test 0-1 ft 12.00 21235 113.4 11.6 98 A 2 N/E Test 0-1 ft 12.00 21235 113.8 1.3.0 98 A 3 S/E Test 0-1 ft 12.00 1 21235 112.8 11.4 97 A 4 S/W Test 0-1 ft 12.00 21235 112.7 11.5 97 A (1) Ref. Datum: 0 = Top of Fill (2) Maximum Optimum Proctor Dry Moisture # Density Content 21235 116.0 10.0 This test was performed without deviation from ASTM procedures. (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 This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIrvERf ENGINEERING SCI Consultants In: Geotechnical Engineering • Envir< Geophysical -Services • Materials Testing • Thre Building Code Administration, Compliance Inspe c 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 Construction FAT#"l -J [DIU*91-7\ Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 71 ,Fort Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (LIES) rep field inspection services on the above project. Testing results sheets. The contents of this package are summarized below: A LGANNEUL'-_ Project No.: 0310.1700251.0006 0Y Date Typed: May 04, 2018 N CM AP1p Caafl. , rental Sciences )Id Inspection i & Plan Review - F: 321.638.0978 Is Testing Services REPORT COVER PAGE RECEIVED JUN 0 8 2'018 =T, 6ucie County, Permitting itive(s) performed construction materials testing and/or inspection observations are reported on the attached Scope of, Work Work Order No. Date I Type of Report 96109-1 1 04/23/201 S In -Place Density Test Report w/Activity Record We hope this information is sufficient for your immediate needs. the undersigned. have any questions, please do not hesitate to contact I i Ecav�� Noun R f r ' JUN If 2018 BY: I i ICC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; sign adn seal to ryan homes File Copy PARTIAL APPROVE Sincerely, Universal Engineerjng Sciences, Inc. Certificate of Authohiation No.- 00000549 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 UNIV f I o «_ UE, _ roject No: 0310.1700251.0006 UES ROCS No: I ;` �, UES Report No: 96109-1 ARC 042318 ENGINEERING SCIENCES 03 Consultants In: Geotechnical Engineering •Environmental Sciences On -Site Time (hrs): 0.60 Lab Time (hrs): 0.00 Geophysical Services • Materials Testing •Threshold Inspection Travel Time (hrs): 0.25 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 0.75 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 71 ,Fort Pierce, St. Lucie County, FL Date of Activity: Monday, 23 April, 2018 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the House lot. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House lot. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. 'll 'UN'lVERSAL No: 0310.1700251.0006 SUES DOoject CS No: ENGINEERING SCIENCES UESReport No: 96109-1 DT042318 Consultants In: G'eotechnical Engineering c linvirorimental Silences, Geophysical.5ervices • Materials Testing • Threshold Inspection Building Code Administration,.Compliance Inspection 6 Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 'I - F: 321.638.0978 I In -Place Density Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 71 ,Fort Pierce, St. Lucie County, FL Area Tested: House lot I Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 04/23/2018 Lab: ASTM D1557 Modified Proctor I 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 I (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 NNV Test 0-1 ft 12.00 �21235 113.4 11.6 98 A 2 N/E Test 0-1 ft 12.00 21235 113.8 13.0 98 A 3 S/E Test 0-1 ft 12.00 21235 112.8 11.4 97 A 4 SNV Test 0-1 ft 12.00 I 21235 112.7 1 11.5 97 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21235 116.0 10.0 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements j C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements l I 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.