The URL can be used to link to this page

Home My WebLink AboutFIELD AND LABORATORY REPORTUNIVERSAL tuENGINEERING 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 329SS - P: 321.638.0808 - F: 321.638.0978 UES Project No.: 0310.1800244.0000 Date Typed: December 28, 2018 Construction Materials Testing Services ✓' FIELD AND LABORATORY REPORT COVER PAGE s �4i� y9-P Client: Vertical Construction Management cI,po a 1209 South White Chapel Boulevard Suite 180 °off Pit Southlake, TX 76092 Project: Burger King #25281 Restauraunt 6598 South US Highway 1 (Rib Shack VP576) Kitterman,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 104527-1 12118/20181 Field Inspection Report 104528-1 1 12118/20181 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. SCANNED BY St. Lucie County ICC Email: cvaughn@verticalcm.com Sincerely, Universal Certificate J ' JZ Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 UNIVERSAL NJENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmentat5ciences 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 LIES Project No: LIES DOCS No: LIES Report No: 0310.1800244.0000 03-104528 On -Site Time (hrs): 1.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.25 Inspection Report Client: Vertical Construction Management 1209 South White Chapel Boulevard Suite 180 Southlake, TX 76092 Project: Burger King #25281 Restauraunt 6598 South US Highway 1 (Rib Shack VP576) Kitterman,Port St. Lucie, St. Lucie County, FL Date of Activity: 12/18/2018 Technician: Cliff As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of Performed 3 DCPS tests to a depth of 3 feet on site wall footing. The test results show that the site wall footing bearing soils can provide 3000 psf allowable bearing. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering 9 Environmental Sciences Geophysical Services 9 Materials Testing 9 Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 LIES Project No: 0310.1800244.0000 LIES DOCS No: LIES Report No: 03-104527 On -Site Time (hrs): 1.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.50 Inspection Report Client: Vertical Construction Management 1209 South White Chapel Boulevard Suite 180 Southlake, TX 76092 Project: Burger King #25281 Restauraunt 6598 South US Highway 1 (Rib Shack V13576) Kitterman,Port St. Lucie, St. Lucie County, FL Date of Activity: 12118/2018 Technician: Ryan Richardson As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of assisting Cliff with dcps testing. Universal Engineering Sciences 820 Brevard Avenue, Rockledge, FL 32955 Tested For. Project: _ BN C"-lCr�iy,. Man rrienf ;�52 resIfa:-g Date: 1 — Project No.: 09/01fg 00 2YLI'0000 Limited Field Exploration Report with hand auger 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.: 0310.1800244.0000 Date Typed: January 22, 2019 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE c Client: Vertical Construction Management ✓4 ��Fa 1209 South White Chapel Boulevard Suite 180 r y2 �, Southlake, TX 76092 st 4i� fir !G"9pc'n O Project: Burger King #25281 Restauraunt 6598 South US Highway 1 (Rib Shack VP576) Kitterman,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. Date I Type of Report 105433-1 01/11/2019 4" x 8" Cylinder Test Specimens Report w/Activity Record 106003-1 1 01/16/2019 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. Attachments (2) ICC Email: cvaughn@verticalcm.com Sincerely, Universal Engiriee Certificate ofA.uthoi L ng Sciences, Inc. Eation No: 00000549 C 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 veriffed on any electronic copies. 'Revised May 2015 17 F?! I L C, .0 P `� UES Project UNIVERSAL ULIES DCS ES Report Noo:' 105433 1 ARC 01110 019 ENGINEERING SCIENCES On -Site Time (hrs):2.50 Consultants In: Geotechnical Engineering a Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing , Threshold Inspection Travel Time (hrs): 1.00 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 3.50 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Vertical Construction Management 1209 South White Chapel Boulevard Suite 180 Southlake, TX 76092 Project: Burger King #25281 Restauraunt 6598 South US Highway 1 (Rib Shack VP576) Kitterman,Port St. Lucie, St. Lucie County, FL Date of Activity: Friday, 11 January, 2019 Technician: Russell Brause As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of concrete testing for the Cross walk.. While on site, the technician observed the general condition of the areas to be tested and cast 1 set(s) of 4 - 4 x 8 specimen(s) for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, slump, and temperature. As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing. Informed by contractor truck to be delayed 2 Hrs or longer dropped cylinders. 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 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Project No: 0310.1800244.0000 ReportNo.: 105433-1 CT 011119 WorkorderNo.: 105433 Lab No.: Client Vertical Construction Management 1209 South White Chapel Boulevard Suite 180, Southlake, TX 76092 Project Burger King #25281 Restauraunt 6598 South US Highway 1 (Rib Shack VP576) Kitterman,Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade Sample Location: Crosswalk. Set# 1 of 1 1 Sample From: Concrete Truck Sample By: Russell Brause On 01/11/2019 At Lab On or Before: 01/21/2019 i General Information Specified Strength / Sampling Times Placement Information General Contractor: - Specified Strength: 3000 psi @ 28 days Truck Load: 5.00 cu yds. Subcontractor: Mix Design Strength: 3000 psi @ 28 days Cumulative Quantity: 5.00 cu yds. Supplier: MASCHMEYER Water Added at Site: NIA Total Placement for the Day: 5.00 cu yds. Truck No.: 437 Time Batched: 12:33 P.M. Ticket No.: 2442235 Time Sampled: 1:27 P.M. Mix Design: 30810000 Admixture:0 Weather Condition: Sunny Field Test Results Air Content: N/A Slump: 5.00 inches I Ambient Temp: 71 OF I Concrete Temp: 84 OF Unit Weight: NIA Results of Laboratory Testing Type Actual Actual Avg. Test Max Test Test Date Age Of Dimen.1 Dimen.2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in') Load (Ibs) Strength(psi) (psi) 1 01/21/2019 10 5 4.00 4.02 4:01 12.63 34,313 ' 2,720 - 2 02/08/2019 28 - - - - - - - - 3 02/08/2019 28 - - - - - - - - 4 02/08/2019 28 - - - - - - - - Remarks This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and/or C496 as applies. If an air test was not completed, that deviates from C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. 1 of 1 Revised May 2018 LIES Project No: 310.1800244.00 00 UNIVERSAL LIES DCS UES Report Noo: 106003 1 A C 01619 ENGINEERING SCIENCES On -Site Time (hrs): 1.00 Consultants In: Geotechnical Engineering @ Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services 9 Materials Testing • Threshold Inspection Travel Time (hrs): 1.00 Building Code Administration, Compliance Inspection &Plan Review Total Time (hrs): 2.00 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Vertical Construction Management 1209 South White Chapel Boulevard Suite 180 Southlake, TX 76092 Project: Burger King #25281 Restauraunt 6598 South US Highway 1 (Rib Shack VP576) Kitterman,Port St. Lucie, St. Lucie County, FL Date of Activity: Wednesday, 16 January, 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 Retaining Wall. While on site, the technician observed the general condition of the areas to be tested and performed 3 density test(s) for Retaining Wall.. 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. As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of picking up cylinder cast. 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: 0310.1800244.0000 UES DOCS No: UES Report No: 106003-1 DT 011619 In -Place Density Test Report Client: Vertical Construction Management 1209 South White Chapel Boulevard Suite 180 Southlake, TX 76092 Project: Burger King #25281 Restauraunt 6598 South US Highway 1 (Rib Shack VP576) Kitterman,Port St. Lucie, St. Lucie County, FL Area Tested: Retaining Wall. Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 01/16/2019 Lab: ASTM D1557 Modified Proctor Technician: Russell Brause Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or sulflcial 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. E side ctr. 0 to -1 it 12.00 22405 112.7 9.4. 100 A 2 N side ctr. 0 to -1 ft 12.00 22405 113.0 7.4 100 A 3 S side ctr. 0 to -1 ft 12.00 22405 112.5 9.1 100 A (1) Ref. Datum: 0 = Top of Footing (2) Maximum Optimum Proctor Dry Moisture # Density Content 22405 113.0 10.5 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 This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVERSAL UES Project No: 0310.1800244.0000 UES DOCS No: UES Report No: 106003-1 ARC 011619 ENGINEERING SCIENCES On -Site Time (hrs): 1.00 Consultants In: Geotechnical Engineering 9 Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing a Threshold Inspection Travel Time (hrs): 1.00 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 2.00 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Vertical Construction Management 1209 South White Chapel Boulevard Suite 180 Southlake, TX 76092 Project: Burger King #25281 Restauraunt 6598 South US Highway 1 (Rib Shack VP576) Kitterman,Port St. Lucie, St. Lucie County, FL Date of Activity: Wednesday, 16 January, 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 Retaining Wall footing. While on site, the technician observed the general condition of the areas to be tested and performed 3 density test(s) for Retaining Wall.. 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. . As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of picking up cylinder cast. U N I V E R S A L LUES Project IES DOCS Noo: 0310.1800244.0000 ENGINEERING SCIENCES UESReportNo: 106003-1 DT011619 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 In -Place Density Test Report Client: Vertical Construction Management 1209 South White Chapel Boulevard Suite 180 Southlake, TX 76092 Project: Burger King #25281 Restauraunt 6598 South US Highway 1 (Rib Shack VP576) Kitterman,Port St. Lucie, St. Lucie County, FL Area Tested: Retaining W footing Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 01/16/2019 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 underlyinq 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 E side ctr. 0 to -1 ft . 12.00 22405 112.7 9.4 100 A 2 N side ctr. 0 to -1 ft 12.00 22405 113.0 7.4 100 A 3 S side ctr. 0 to -1 ft 12.00 22405 112.5 9.1 100 A (1) Ref. Datum: 0 = Bottom of Footing (2) Maximum Optimum Proctor Dry Moisture # Density Content 22405 113.0 10.5 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 This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.