The URL can be used to link to this page

Home My WebLink AboutUES - SOIL COMPACT TESTUNIVERSAL DES Project No.: Date Typed: Octob r 23, 2.0000 October 23, 2019 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection&Plan Review QED g 1019 •i QCj �+ 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 . ' epartrT Construction Materials Testing ServicesME Per St wee ° FIELD AND LABORATORY REPORT COVER PAGE Client: HSC Port St. Lucie, LLC P.O. Box 130 Daphne, AL 36526 Project: Dollar General #5986 PSL 7180 South US Highway 1 , Port St. Lucie, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or field inspection services on the above project. 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 114927-1 09/05/2019 Field Inspection Report We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, Universal Engineering Sciences, Inc. Certificate of, Authorization No. 00000549 SCANNED ,.' St. Lucie County L,I,� Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and sealed by Richard E. Hoaglin, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ICC Email: bobby@fulcrumgroup.com UES Project No: 0310.10 UNIVERSAL UES Report Noo: 03-114992 0252.0000 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 32955 - P: 321.638.0808 - F: 321.638.0978 Inspection Report On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.50 Total Time (hrs): 2.50 Client: HSC Port St. Lucie, LLC P.O. Box 130 Daphne, AL 36526 Project: Dollar General #5986 PSL 7180 South US Highway 1 , Port St. Lucie, St. Lucie County, FL Date of Activity: 09/05/2019 Technician: John Gillespie As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of Bolting inspection for steel bldg frame: 1 )Verified A325 bolts in snug tight condition at lines 1-6/A-D 2) Verified A307 column base plate anchor bolts in snug tight condition at lines 1-6/A-D 3) A307 bolts at framing are installed in tight condition Bolting completed appears to be in general accordance w/plans and details Steel plys are in full contact Steel bldg is ready for further improvements UES 00252.00 UNIVERSAL Date Typed: No.: October 23, 201900 ENGINEERING SCIENCES RECENE" Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection ��T`2 8 1919 Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 ` �tt1n9 "apartment Construction Materials Testing Services st• Lu FIELD AND LABORATORY REPORT COVER PAGE Client: HSC Port St. Lucie, LLC P.O. Box 130 Daphne, AL 36526 Project: Dollar General #5986 PSL 7180 South US Highway 1 , Port St. Lucie, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or field inspection services on the above project. 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 114927-1 109/05/20191 Field Inspection Report We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 09)005' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and sealed by Richard E. Hoaglin, P.E. using a Digital Signature. Printed copies or this document are not considered signed and sealed and the signature must be verified on any electronic copies. ICC Email: bobby@fulcmmgmup.com . UNIVERSAL LIES Project No: 0310.1900252.0000 LIES DOCS No: UES Report No: 03-114927 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 32955 - P: 321.638.0808 - F: 321.638.0978 Inspection Report On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.50 Total Time (hrs): 2.50 Client: HSC Port St. Lucie, LLC P.O. Box 130 Daphne, AL 36526 Project: Dollar General #5986 PSL 7180 South US Highway 1 , Port St. Lucie, St. Lucie County, FL Date of Activity: 09/05/2019 Technician: John As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of Bolting inspection for steel bldg frame: 1 )Verified A325 bolts in snug tight condition at lines 1-6/A-D 2) Verified A307 column base plate anchor bolts in snug tight condition at lines 1-6/A-D 3) A307 bolts at framing are installed in tight condition Bolting completed appears to be in general accordance w/plans and details Steel plys are in full contact Steel bldg is ready for further improvements -- _. � � r. t . 4� i �' �� ,. > �� Y. r' ___� _ � _ ' '��,I `� \ `1 __ - -- � - _ - -- - � 1--_. _-,_ --� -�. - `�- ;` '- - - .. - .- �� ' _ -- UNIVEMSAL 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 32965 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report Client: HSC Port St. Lucie, LLC P.O. Box 130 Daphne, AL 36526 Ues Project No: 0310.1900252.0000 UES DOCS No: UES Report No: 112593-1 DT 070319 RECEIVED AUG 22 2m ST• Luci Project: Dollar General #5986 PSL -e County, __ 7180 South US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Septic System Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/03/2019 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Requirements: 98% 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 West septic system Removal 0+1 ft 12.00 24480 122.1 8.9 98 A 2 West septic system Removal 1+2 ft 12.00 24480 121.0 8.9 98 A 3 West septic system Removal 2+3 ft 12.00 24480 123.0 9.0 99 A 4 West septic system Removal 3+4 ft 12.00 24480 122.7 8.6 99 A 5 East septic system Removal 0+1 ft 12.00 24480 122.5 9.7 99 A 6 East septic system Removal 1+2 ft 12.00 24480 122.7. 9.5 99 A 7 East septic system Removal 2+3 ft 12.00 24480 122.6 9.2 99 A 8 East septic system Removal 3+4 ft 12.00 24480 122.5 9.3 99 A 9 Grease trap Removal 0+1 ft 12.00 24480 122.4 9.7 99 A 10 Grease trap Removal 1+2 ft 12.00 24480 121.0 8.6 98 A 11 Grease trap Removal 2+3 ft 12.00 24480 122.3 9.6 99 A 12 Grease trap Removal 3+4 ft 12.00 24480 123.1 8.8 99 A (1) Ref. Datum: 0 = Bottom of Excavation (2) Maximum Optimum Proctor Dry Moisture # Density Content 24480 124.0 8.5 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 °1069 -0472. This report shall not be reproduced, except in full, without the mitten approval of Universal Engineering Sciences. 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 32955 - P: 321.638.0808 - F: 321.638.0978 UES Project No.: 0310.1900252.0000 Date Typed: July 08, 2019 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: HSC Port St. Lucie, LLC P.O. Box 130 Daphne, AL 36526 Project: Dollar General #5986 PSL 7180 South US Highway 1,Port St. Lucie, 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. 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. Data Type of Report 112320-1 06/2612019 In -Place Density Test Report w/Activity Record 112320-1 06/27/2019 MP 112593-1 07/0312019 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. ICC Email: bobby@fulcrumgroup.com; kim@hixsnedeker.com No. 48790 ;S7'ATE:OF ;! Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2019.07.10 09:00:50 -04'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and sealed by Richard E. Hoaglin, RE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be vedfled on any electronic copies. AUG % ti099 NIV�'RSA11 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review LIES rroject No: 0310.1900252.0000 UES DOCS No: LIES Report No: 112320-1 ARC 062619 On -Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 1.75 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: HSC Port St. Lucie, LLC P.O. Box 130 Daphne, AL 36526 Project: Dollar General #5986 PSL 7180 South US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Wednesday, 26 June, 2019 Technician: Russell Brause As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Center of pad area. While on site, the technician observed the general condition of the areas to be tested and performed 1 density test(s) for Center of pad area.. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirement of 95% of the maximum dry density per ASTM D-1557. Technician also picked up proctor. AUG 2f2 2019 ST. Lucie UN1VcRSAL ENGINEERING SCIENCES Consultants In: Geotechnial Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 UES Project No: 0310.1900252.0000 UES DOCS No: UES Report No: 112320-1 DT 062619 In -Place Density Test Report Client: HSC Port St. Lucie, LLC P.O. Box 130 Daphne, AL 36526 Project: Dollar General #5986 PSL 7180 South US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Ctr of pad area. Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 06/26/2019 Lab: ASTM D1557 Modified Proctor Technician: Russell Brause 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. Field Dry Field Test Depth Proctor Density Moisture % Comments No. Location of Test Range (inch) (2) (PCF) % Compaction (3) 1 Ctr of pad. 0 to -1 ft 12.00 9347 118.8 1 8.7 1 96 A (1) Ref. Datum: 0 = Top of Fill (2) Maximum Optimum Proctor Dry Moisture # Density Content 9347 124.0 8.5 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 AN 21 2019 This report shall not be mpmduced, except in full, without the written approval of Universal Engineering Sciences. Project Name: Sample Location: Intended Use: Material Description: Sampled By: Date Sampled: 130 125 120 100 95 m Dollar General #5986 PSL Pad Fill Dark Brown Silty Sand With A Trace of Rock Russell Brause 6/27/2019 Project Number. 0310.1900252.0000 Lab Number: 24480 FDC Number: 9347 Soil Classification: SP-SM Date Plotted: 7/2/2019 Tested By: Ashley Getsee Date Tested: 7/1/2019 SUMMARY OF TEST RESULTS- -Test Method: ASTM D1557 Method A Maximum Dry Density, pef: 124.0 Optimum Moisture, %: 8.5 Passing 3.5" Sieve, %: 100 Passing No. 4 Sieve, %: 100 Passing No. 200 Sieve, %: N/A cation for at to: 0 5 10 15 20 25 30 Moisture Content (%) Sampled according to AASHTO T 002. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences, Ino, FRECEIVED 2019 , Pern+itting 1_I N I `RSA UES R portNa 112693 I ARC 0 0319 ENGINEERING SCIENCES On -Site Time (hrs):1.00 Consultantsin:GeotechnialEngineering • Environmental Sciences Lab Time (hrs)• 0.00 Geophysical Services • Materials Testing • Threshold Inspection Travel Time (hrs): 1.00 Building Code Administration, Compliance lnspecton&Plan Review Total Time (hrs): 2.00 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: HSC Port St. Lucie, LLC P.O. Box 130 Daphne, AL 36526 Project: Dollar General #5986 PSL 7180 South US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Wednesday, 03 July, 2019 Technician: Cliff Chermay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Septic system. While on site, the technician observed the general condition of the areas to be tested and performed 12 density test(s) for Septic system. 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 98% 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. AUG 22 W9 ST: Wtle COutlty, Permitting