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Home My WebLink AboutCompaction TestANDERSEN ANDRE CONSULTING ENGINEERS, INC. I I FIELD DENSITY./TEST REPORT 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone:772-807-9191 Fax: 772-807-9192 www.aaceinc.com PROJECT: Maverick Boat Group - Phase II Expansion FILE NO: 21-152 Fort Pierce, St. Lucie County, Florida REPORT NO: 10 PERMIT N6 2103-0334 REPORTED TO: R. K. Davis Construction Corp. CC: DATE OF TEST(S): 05/07/2021 PAGE NO: 1 OF 1 MDR MOISTURE DRY PERCENT DEPTH TEST NO. Floor Slab Subgrade, Grid Line 1 to 10'E of Grid Line 9 NO. CONTENT (%) DENSITY COMPACTION LOCATION (PCF) 1 15'E of Grid Line F-1 4279 10.2 118.4 95 0 to -12" FS 2 20'E of Grid Line B-1 4279 10.7 117.9 95 0 to -12" FS 3 15'S of Grid Line D-3 4319 9.5 114.3 99 0 to -12" FS 4 40'N of Grid LineD-3 4319 1. 9.9 113.9 99 0 to -12" FS 5 15'E of Grid Line D-4 4319 10.6 112.7 97 0 to -12" FS 6 30'N of Grid Line D-6 4319 9.8 113.1 98 0 to -12" FS 7 30'S of Grid Line D-6 4319 10.4 114.2 99 0 to -12" FS 8 15'E of Grid Line D-7 4319 10.7 112.5 97 0 to -12" FS 9 40'N of Grid Line D-9 4319 10.2 114.0. 99 0 to -12" FS 10 40'S of Grid Line D-9 4319 10.5 113.1 98 0 to -12" FS * DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT. ** RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: j^ ASTM D-2937 17 ASTM D-6938 ( ASTM D-2167 j� ASTM D-1556 TECHNICIAN: BS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F =SOIL DIRECTLY BELOW FOOTING FS =FLOOR SLAB SUBGRADE OPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV= SOIL BELOW STABILIZED SECTION MDR NO. ASTM MAX. MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 4275 D1657 124.5 PCF 10.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE 4319 D1557 115.6 PCF 10.7 % BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: Peter G. Andersen, P.E. FIa..Reg. No. 57956 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Maverick Boat Group - Phase II Expansion FILE NO: 21-152 Fort Pierce, St. Lucie County, Florida REPORT NO: 14 REPORTED TO: R. K. Davis Construction Corp. PERMIT NO: 2103-0334 �a_.._--_._� CC: DATE OF TEST(S): 05110/2021 PAGE NO: 1 OF 1 TEST NO. Floor Slab Subgrade, 10'E of Grid Line 9 to 10'E of Grid Line 17 MDR MOISTURE DRY DENSITY PERCENT DEPTH N0. CONTENT(/o) COMPACTION LOCATION (PCF) 1 10'W of D-10 4319 7.8 112.5 97 0 to -12" FS 2 40'N of D-10 4319 8.5 1.16.7 100 0 to -12" FS 3 40'S of D-10 4319 7.0 112.0 97 0 to -12" FS 4 25'S of D-12 4319 7.1 114.5 99 0 to -12" FS 5 35'N of D-12 4319 6.8 113.2 98 0 to -12" FS 6 15'W of D-13 4319 7.3 110.7 96 0 to -12" FS 7 20'N of D-14 4319 8.5 114.0 99 0 to -12" FS 8 40'S of D-14 4319 7.0 113.6 98 0 to -12" FS 9 35'N of D-16 4319 7.8 114.2 99 0 to -12" FS 10 25'S of D-16 4319 7.2 112.2 97 0 to -12" FS * DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT. ** RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: j ASTM D-2937 )✓• ASTM D-.6938 j' ASTM D-2167 r ASTM D-1556 TECHNICIAN: BS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV= SOIL BELOW STABILIZED SECTION MDR NO. ASTM MAX. MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 4319 D1557 115.6 PCF 10.7 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: -r Peter G. Andersen, P.E. Fla. Reg. No. 57956. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Maverick Boat Group - Phase II Expansion FILE NO: 21-152 Fort Pierce, St. Lucie County, Florida REPORT NO: 15 PERMIT NO: 2103-0334�;' REPORTED TO: R. K. Davis Construction Corp. CC: DATE OF TEST(S): 0511812021 PAGE NO: 1 1 OFDRY TEST NO. Floor Slab Subgrade, 10'E of Grid Line 17 to 13'E of Grid Line 26 MDR MOISTURE DENSITY PERCENT DEPTH NO. CONTENT(/o) COMPACTION LOCATION (PCF) 1 30'S of D-18 4319 8.8 114.3 99 0 to -12" FS 2 25'N of D-19 4319 7.0 114.0 99 0 to -12" FS 3 20'S & 15'E of D-20 4319 8.5 116.2 100 + 0 to -12" FS 4 25'N of D-20 4319 6.2 113.8 98 0 to -12" FS 5 15'E of D-21 4319 6.6 112.7 97 0 to -12" FS 6 30'N of D-22 4319 6.1 114.4 99 0 to -12" FS 7 30'S & 10'E of D=23 4319 7.9 114.9 99 0 to -12" FS 8 15'E of D-24 4319 6.7 112.8 98 0 to -12" FS 9 30'N of D-25 4319 8.1 113.1 98 0 to -12" FS 10 20'S & 13'E of D-26 (thickened edge footing) 4319 7.6 113.5 98 0 to -12" F * DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT. ** RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: F' ASTM D-2937 r ASTM D-6938 �' ASTM D-2167 ASTM D-1556 TECHNICIAN: BS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV= SOIL BELOW STABILIZED SECTION MDR NO. ASTM MAX. MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 4319 D1557 115.6 PCF 10.7 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: Peter G. Andersen, P.E. Fla. Reg. No. 57956 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ANDERSEN ANDRE CONSULTING ENGINEERS, INC. AACE File No. 21-152 Geotechnical Engineering April 29, 2021 Construction Materials Testing Environmental Consulting R. K. Davis Construction Corp. PO Box 186 Fort Pierce, FL 34954p,41411 Attention: Mr. Roger A. Priest SUMMARY REPORT - HELICAL PILE INSTALLATION MONITORING MAVERICK BOAT GROUP PHASE II EXPANSION FORT PIERCE, ST. LUCIE COUNTY, FLORIDA As per your request, Andersen Andre Consulting Engineers, Inc. (AACE) has completed the helical pile installation monitoring for the above referenced project. This report describes our observations duringthe pile installation, and summarizes our conclusions and recommendations. Our firm has previously performed a Geotechnical Engineering Evaluation for project and presented ourfindings and recommendations in a report dated November4, 2020 (AACE File No. 20-249). Overall, the helical pile installation torque -to -capacity correlation was used during the pile installation to confirm that the minimum installation torque value required for the design capacities was reached. The empirical relationship between installation torque (ft-lb) and ultimate pile capacity is as follows: `moult = Kt x T where Galt is the ultimate pile capacity (lbs), Kt is an empirical torque factor (ft-1) and T is the installation torque (ft-lb). The torque factor varies with soil types and pile shaft sizes and ICCES AC358 (Acceptance Criteria for Helical Pile Systems and Devices) recognizes a number of helical pile shaft sizes and default Kt factors for systems in compliance with the criteria included in ICCES AC358. For the 2-7/8" square pile lead section used for this project, and considering the granular subsurface soil conditions, a torque factor (K) of 9 was utilized. The helical pile installation was completed in the period April 2-27, 2021 by Brownie Companies (Brownie) with AACE representatives monitoringthe pile installation. In brief, Brownie installed a total of 73 helical piles within the D-grid line (referencing Sheet S-1.01 of the project structural drawings) consisting of 7-ft lead sections (2-7/8" diameter with 12" and 14" helices) with 7-ft extensions (2-7/8" diameter, Schedule 40). The piles were installed until a minimum installation torque of 10,000 ft-lbs was achieved resulting in a FOS for the pile capacity of 2.0 or higher. 834 Swan Avenue, Port St. Lucie, Florida 34983 Ph: 772-807-9191 Fx: 772-807-9192 www.aaceinc.com SUMMARY REPORT - HELICAL PILE INSTALLATION MONITORING Page -2- MAVERICK BOAT GROUP PHASE II EXPANSION AACE FILE No. 20-152 Exceptions to this were noted in the following locations where concrete debris was encountered and subsequently excavated/removed: Grid line D-3: Four piles were installed within this grid line with a combined torque capacity in excess of 20,000 ft-Ibs. Grid line D-29: Four piles were installed within this grid line with a combined torque capacity in excess of 20,000 ft-Ibs Grid line D-33: Three piles were installed within this grid line with a combined torque capacity in excess of 20,000 ft-Ibs These exceptions were coordinated with the project Structural Engineer (Wieder Engineering, Inc.) and the foundations at these locations were structurally redesigned accordingly. The attached helical pile installation records summarize the installation details discussed above. Based on our previous geotechnical engineering evaluations for this site, ourobservations during the pile installations, and our experience from numerous similar projects, it is our opinion that each of the installed helical piles will provide allowable compression and tension capacities in excess of 45 kips. Further, it is our opinion that the piles installed within grid lines D-3, D-29 and D-33 will, combined, provide a capacity in excess of 90 kips (compression and tension) per grid line location. We are pleased to be of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please contact us. Sincerely, ANDERSEN ANDRE CONSULTING ENGINEERS, INC. Peter G:"Andersen,"P.E. _ David P. Andre, P.E. Principal Engineer 4%=?fs-?y2i Principal Engineer Fla. Reg: No: 57956 Fla. Reg. No. 53969 4fJA Attachments: Helical Pile Installation Records (8 pages) �2i ANDERSEN ANDRE CONSULTING ENGINEERS, INC. WWW.AACEINC.COM ANDERSEN ANDRE CONSULTING ENGINERS, INC. Notes: Torque readings typically q g ypicall noted at start, 1/3, 2/3 and end of each extension. 834 Swan Avenue, Port St. Lucie, FL 34983 • Ph: 772.807.9191 • www.aaceinc.com • info@aaceinc.com HELICAL PILE INSTALLATION RECORD (Page 1 / 8) Project: Maverick Boat Expansion Inspected By: KS File Number: 21-152 Checked By: PGA Client: RK Davis Construction Corp. Installation Period: 04/02/2021 - 04/27/2021 Pile Contractor. Brownie Companies Pile Design Criteria: 90K ultimate, 45K allowable (compression and tension). Target torque: 10,000 ft4bs (K=9) Pile Manufacturer: Helical Anchors, Inc. Lead Product No: NA Extension Product No: NA Lead Section: T, 2-7/8" OD, 12" 8 14" helices Extensions: T, 2-78" OD NOTE 1: L = Lead, E1 = Extension 1, E2 = Extension 2, etc. Torque Indicator: CMI Torqhub 3" Hex 20K, S/N 31-623 Bracket Product No. NA NOTE 2: Product Info and Torque Indicator Calibration provided by Pile Contractor Final Installation Torque Approximate Final Pile Embedment Install Date Location Pile No. Pile ID Installation Notes Final Pile Segment and. Measured Torque (ft-lbs) (ft-lbs) (ft below bottom of footing excavation) 04/02/21 D-2 1 D2E Test Pile Extension No. 4: 8000-10100 10,100 29 04/14/21 D-5 2 D5W Extension No. 4: 6420-9720-10100 10.100 28.6 04/14121 0-5 3 D5E Extension No. 4: 9210, 10000 10,000 27.8 04/14/21 D-6 4 D6W Extension No. 3: 3700-3512-8220-10010 10,010 26.2 04114/21 D-6 5 D6E Extension No. 3: 3280-2523-7032-10100 10,100 26.5 04/15/21 0-15 6 D15E Extensionn No. 4: 7500-9500-10050 10,050 29.5 04/15/21 D-15 ✓ 7 D15W Extension No. 4: 5150-8510-1010D1 10.100 29.6 04/15/21 D-12 V 8 D12E Extension No. 4: 9400-10030 10.030 28.2 V 04/15/21 D-12 9 D12W Extension No. 4: 10062 10,062 27.8 04/15121 D-11 10 D11E Extension No. 4:8090-10000 10,000 28.8 ANDERSEN ANDRE CONSULTING ENGINERS, INC. Notes: Torque readings typically noted at start, 1/3, 2/3 and end of each extension. 834 Swan Avenue, Port St. Lucie, FL 34983 • Ph: 772.807.9191 • www.aaceinc.com • info@aaceinc.com HELICAL PILE INSTALLATION RECORD (Page 2 / 8) Project: Maverick Boat Expansion Inspected By: KS File Number: 21-152 Checked By: PGA Client: RK Davis Construction Corp. Installation Period: 04/02/2021 - 04/27/2021 Pile Contractor: Brownie Companies Pile Design Criteria: 90K ultimate, 45K allowable (compression and tension). Target torque: 10,000 ft-Ibs (K=9) Pile Manufacturer: Helical Anchors, Inc. Lead Product No: NA Extension Product No: NA Lead Section: T, 2-7/8" OD, 12" & 14" helices Extensions: T, 2-78" OD NOTE 1: L = Lead, E1 = Extension 1, E2 = Extension 2, etc. Torque Indicator: CMI Torqhub 3" Hex 20K, SIN 31-623 Bracket Product No. NA NOTE 2: Product Info and Torque Indicator Calibration provided by Pile Contractor Final Installation Torque Approximate Final Pile Embedment Install Date Location Pile No. Pile ID Installation Notes Final Pile Segment and Measured Torque (ft-Ibs) (ft-Ibs) (ft below bottom of footing excavation) 04/15/21 D-11 11 D11W Extension No. 3: 4848-6504-7023-10100 10,100 26.7 04/15/21 D-10 V 12 D10E Extension No. 3: 2911-5405-6141-10025 10,025 26.9 04/15/21 D-10 13 D10W Extension No. 3: 2205-3691-6965-10070 10,070 27.3 04/15/21 - D-2 14 D2W Extension No. 4: 8480-10028 10,028 28.2 04/15/21 i D-7 15 D7W Extension No. 4: 5849-8500-10033 10,033 30.2 04/15/21 0-7 ✓ 16 D7E Extension No. 3: 5112-4277-6926-10019 10,019 26.0 04/15/21 D-9 17 D9E Extension No. 3: 4468-6009-7100-10066 10,066 26.6 04/15/21 D-9 18 D9W Extension No. 3: 3831-4333-7500-10051 10.051 26.0 - V 04/15/21 D-16 19 D16W Extension No. 4: 5600-10005 10,005 29.2 04/15/21 D-16 V 20 D16E Extension No. 4: 3512-5715-10061 10,061 32.2 ANDERSEN ANDRE CONSULTING ENGINERS, INC. Notes: Torque readings typically noted at start, 1/3, 2/3 and end of each extension. 834 Swan Avenue, Port St. Lucie, FL 34983 . Ph: 772.807.9191 . www.aaceinc.com . info@aaceinc.com HELICAL PILE INSTALLATION RECORD (Page 3 / 8) Project: Maverick Boat Expansion Inspected By: KS File Number: 21-152 Checked By: PGA Client: RK Davis Construction Corp. Installation Period: 04/02/2021 - 04/27/2021 Pile Contractor: Brownie Companies Pile Design Criteria: 90K ultimate, 45K allowable (compression and tension). Target torque: 10,OD0 ft-Ibs (K=9) Pile Manufacturer: Helical Anchors, Inc. Lead Product No: NA Extension Product No: NA Lead Section: T, 2-7/8" OD, 12" & 14" helices Extensions: T, 2-78" OD NOTE 1: L = Lead, E1 = Extension 1, E2 = Extension 2, etc. Torque Indicator: CMI Torqhub 3" Hex 20K, SIN 31-623 Bracket Product No. NA NOTE 2: Product Info and Torque Indicator Calibration provided by Pile Contractor Final Installation Torque Approximate Final Pile Embedment Install Date Location Pile No. Pile ID Installation Notes Final Pile Segment and Measured Torque (ft-Ibs) (ft-Ibs) (ft below bottom of footing excavation) 04/15/21 D-17 Y 21 D17W Extension No. 4: 7300-10100 10,100 29.2 04/15/21 D-17. 22 D17E Extension No. 4: 7400-10110 10,110 29.6 04/15/21 D-13 23 D13W Extension No. 4: 8002-10040 10,040 28.7 04/16/21 D-13 ✓ 24 D13E Extension No. 4: 7170-8180-10080 10,080 30.1 04/16/21 D-18 Y 25 D18W Extension No. 4: 4011-9533-10044 10.044 30.0 04/16/21 D-18, or 26 D18E Extension No. 4: 4946-7412-10089 10,089 29.4 04/16/21 D-19 27 D19W Extension No. 4: 6900-10037 10,037 29.6 04/16/21 D-19, 28 D19E Extension No. 4: 5102-8770-10105 10,105 32.2 04/16/21 D-20 29 D20W Extension No. 4: 5721-10044 10,044 29.0 ✓ 04/16/21 D-20 30 D20E Extension No. 4: 4970-7737-1091 10,091 31.0 ANDERSEN ANDRE CONSULTING ENGINERS, INC. Notes: Torque readings typically noted at start, 1/3, 213 and end of each extension. 834 Swan Avenue, Port St. Lucie, FL 34983 • Ph: 772.807.9191 • www.aaceinc.com • info@aaceinc.com HELICAL PILE INSTALLATION RECORD (Page 4 / 8) Project: Maverick Boat Expansion Inspected By: KS File Number: 21-152 Checked By: PGA Client: RK Davis Construction Corp. Installation Period: 04/02/2021 - 04/27/2D21 Pile Contractor: Brownie Companies Pile Design Criteria: 90K ultimate, 45K allowable (compression and tension). Target torque: 10,000 ft-Ibs (K=9) Pile Manufacturer: Helical Anchors, Inc. Lead Product No: NA Extension Product No: NA Lead Section: T, 2-718" OD, 12" & 14" helices Extensions: 7', 2-78" OD NOTE 1: L = Lead. E1 = Extension 1, E2 = Extension 2, etc. Torque Indicator: CMI Torghub 3" Hex 20K, S/N 31.623 Bracket Product No. NA NOTE 2: Product Info and Torque Indicator Calibration provided by Pile Contractor Final Installation Torque Approximate Final Pile Embedment Install Date Location Pile No. Pile ID Installation Notes Final Pile Segment and Measured Torque (ft-Ibs) (ft-Ibs) (ft below bottom of footing excavation) 04/16/21 D-21 Y 31 D21W Extension No. 4: 2805-2502-6193-10052 10,052 34.0 04/16/21 ., D-21 32 D21E Extension No. 4: 3690-7414-10022 10,022 31.4 04/16/21 D-22 V 33 D22W Extension No. 4: 1050-4194-10039 10.039 32.5 04/16/21 D-22 ✓ 34 D22E Extension No. 4: 3670-3575-4097-10023 10,023 33.3 04/19/21 D-3 35 D3S Four piles installed in D-3 Extension No. 4: 8090-10100 10,100 28.0 04/19/21 , D-3 ✓ 36 03N Four piles installed in D-3 Extension No. 6: 4840-5211-7085-6112 6,112 43.0 04/20/21 Y D-4 37 D4W Extension No. 4: 8690-10080 10,080 32.0 04/20/21 :D3 , 38 D3E Four piles installed in D-3 Extension No. 3: 3512-4180-5077 5,077 27.5 04/20/21 D-3 r 39 D3W Four piles installed in D-3 Extension No. 3: 2580-3815-5280 5,280 28.3 ✓ 04/20/21 D-8 40 D8N Extension No. 3: 3769-5455-10040 10,040 26.5 ANDERSEN ANDRE CONSULTING ENGINERS, INC. Notes: 834 Swan Avenue, Port St. Lucie, FL 34983 • Ph: 772.807.9191 • www.aaceinc.com • info@aaceinc.com Torque readings typically noted at start, 1/3, 2/3 and end of each extension. HELICAL PILE INSTALLATION RECORD (Page 5 / 8) Project: Maverick Boat Expansion Inspected By: KS File Number: 21-152 Checked By: PGA Client: RK Davis Construction Corp. Installation Period: 04/02/2021 - 04/27/2021 Pile Contractor: Brownie Companies Pile Design Criteria: 90K ultimate, 45K allowable (compression and tension). Target torque: 10,000 ft4bs (K=9) Pile Manufacturer: Helical Anchors, Inc. Lead Product No: NA Extension Product No: NA Lead Section: 7', 2-7/8" OD, 12' & 14" helices Extensions: 7'. 2-78" OD NOTE 1: L = Lead, E1 = Extension 1, E2 = Extension 2, etc. Torque Indicator: CMI Torqhub 3" Hex 20K, SIN 31-623 Bracket Product No. NA NOTE 2: Product Info and Torque Indicator Calibration provided by Pile Contractor Install Date Location Pile No. Pile ID Installation Notes Final Pile Segment and Measured Torque (ft-Ibs) Final Installation Torque Approximate Final Pile Embedment (ft-Ibs) (ft below bottom of footing excavation) J 04/20/21 D-4 41 D4E Extension No. 3: 28155003-10050 10,050 25.8 04/20/21 D-8 Y 42 DBS Extension No. 4: 7540-10035 10,035 28.9 04/27/21 D-29 43 D29W Four piles installed in D-29 Extension No. 5: 3008-5312-7670-6500 6,500 34.4 04/27/21 D-29 44 D29E Four piles installed in D-29 Extension No. 5: 2090-4322-9309 9,309 39.5 04/27/21 D-28 (/ 45 D28E Extension No. 5: 10050 10,050 34.0 04/27/21 D-28 46 D28W Extension No. 4: 2937-3384-6625-10100 10,100 34.0 04/27/21 D-27 V 47 D27E Pile installed on 04/26/21 without AACE presence. Extension No. 4: 10020 10,020 33.4 Retorqued 04/27/21 with AACE present. 04/27/21 D-27 of 48 D27W Pile installed on 04/26121 without AACE presence. Extension No. 4: 10035 10,035 34.0 Retorqued 04/27/21 with AACE present. 04/27/21 D-26 49 D26E Pile installed on 04/26/21 without AACE presence. Extension No. 5: 10060 10,060 34.4 Retorqued 04/27/21 with AACE present. 04/27/21 D-26 50 D26W Pile installed on.04/26/21 without AACE presence. Extension No. 4: 10150 10,150 34.5 Retorqued 04/27/21 with AACE present. ANDERSEN ANDRE CONSULTING ENGINERS, INC. Notes: Torque readings typically noted at start, 1/3, 2/3 and end of each extension. 834 Swan Avenue, Port St. Lucie, FL 34983 • Ph: 772.807.9191 • www.aaceine.com • info@aaceinc.com HELICAL PILE INSTALLATION RECORD (Page 6 / 8) Project: Maverick Boat Expansion Inspected By: KS File Number: 21-152 Checked By: PGA Client: RK Davis Construction Corp. Installation Period: 04/02/2021 - 04/27/2021 Pile Contractor: Brownie Companies Pile Design Criteria: 90K ultimate, 45K allowable (compression and tension). Target torque: 10,000 ft-Ibs (K=9) Pile Manufacturer: Helical Anchors, Inc. Lead Product No: NA Extension Product No: NA Lead Section: T, 2-7/8" OD, 12" 8 14" helices Extensions: T, 2-78" OD NOTE 1: L = Lead, Et = Extension 1, E2 = Extension 2, etc. Torque Indicator: CMI Torqhub 3" Hex 20K, SIN 31-623 Bracket Product No. NA NOTE 2: Product Info and Torque Indicator Calibration provided by Pile Contractor Final Installation Torque Approximate Final Pile Embedment Install Date Location Pile No. Pile ID Installation Notes Final Pile Segment and Measured Torque (ft-Ibs) (ft-Ibs) (ft below bottom of footing excavation) 04/27/21 D-25 v 51 D25E Pile installed on 04/26/21 without AACE presence. Extension No. 4: 10041 10,041 34.3 Retorqued 04/27/21 with AACE present. ✓ 04/27/21 D-25 52 D25W Pile installed on 04/26/21 without AACE presence. Extension No. 5: 10081 10,081 34.8 Retorqued 04/27/21 with AACE present. 04/27/21 V D-24 53 D24W Pile installed on 04/26/21 without AACE presence. Extension No. 5: 10150 10,150 34.7 Retorqued 04/27/21 with AACE present. 04/27/21 D-24 54 D24E Pile installed on 04/26/21 without AACE presence. Extension No. 4: 10200 10,200 33.5 Retorqued 04/27/21 with AACE present. 04/27/21 D-23 Y 55 D23E Pile installed on 04/26/21 without AACE presence. Extension No. 5: 10115 10,115 36.5 Retorqued 04/27/21 with AACE present. 04/27/21 D-23 V 56 D23W Pile installed on 04/26/21 without AACE presence. Extension No. 4: 10040 10,040 34.3 Retorqued 04/27/21 with AACE present. 04/27/21 V D-14 57 D14N Pile installed 6n 04/26/21 without AACE presence. Extension No. 4: 10020 10,020 33.0 Retorqued 04/27/21 with AACE present. 04/27/21 D-14 58 014S Pile installed on 04/26/21 without AACE presence. Extension No. 4: 10050 10,050 33.7 Retorqued 04/27/21 with AACE present. 04/27/21 ' D-29 59 D29N Four piles installed in D-29 Extension No. 2: 3620 3,620 21.0 ✓ 04/27/21 D-29 60 D29S Four piles installed in D-29 Extension No. 2:.3525 3,525 20.3 ANDERSEN ANDRE CONSULTING ENGINERS, INC. Notes: Torque readings typically noted at start, 113, 2/3 and end of each extension. 834 Swan Avenue, Port St. Lucie, FL 34983 • Ph: 772.807.9191 • www.aaceinc.com • info@aaceinc.com HELICAL -PILE INSTALLATION RECORD (Page 7 / 8) Project: Maverick Boat Expansion Inspected By: KS File Number: 21-152 Checked By: PGA Client: RK Davis Construction Corp. Installation Period: 04/02/2021 - 04/27/2021 Pile Contractor: Brownie Companies Pile Design Criteria: 90K ultimate, 45K allowable (compression and tension). Target torque: 10,000 ft-Ibs (K=9) Pile Manufacturer: Helical Anchors, Inc. Lead Product No: NA Extension Product No: NA Lead Section: 7', 2-7/8" OD, 12" 8 14" helices Extensions: 7'. 2-78" OD NOTE 1: L = Lead, E1 = Extension 1, E2 = Extension 2, etc. Torque Indicator: CMI Torqhub 3" Hex 20K, S/N 31-623 Bracket Product No. NA NOTE 2: Product Info and Torque Indicator Calibration provided by Pile Contractor Final Installation Torque Approximate Final Pile Embedment Install Date Location Pile No. Pile ID Installation Notes Final Pile Segment and Measured Torque (ft-Ibs) (ft-Ibs) (It below bottom of footing excavation) 04/27/21 D-30 61 D30W Extension No. 5: 3600-6007-10012 10,012 38.7 ✓ 04/27/21 D-30 62 D30E Extension No. 5: 2517-5666-10041 10,041 ' 39.0 V 04/27/21 D-31 63 D31 W Extension No. 5: 5210-10040 10,040 39.5 04/27/21 D-31 64 D31E Extension No. 5: 2322-6050-10020 10.020 39.8 V 04/27/21 D-32 65 D32W Extension No. 6: 5104-10010 10,010 44.0 ✓ 04/27/21 D-32: 66 D32E Extension No. 6: 4415-10086 10,086 42.2 04/27/21 D-33 ' ` 67 D33W 3 piles installed in D-33 Extension No. 6: 6802 6,802 40.5 v 04/27/21 D-33 68 D33NE 3 piles installed in D-33 Extension No. 5: 2008-3446-3609-7103 7,103 41.5 04/27/21 D-33 69 D33SE 3 piles installed in D-33 Extension No. 6: 7157 7,157 39.8 r 04/27/21 D34 70 D34W Extension No. 5: 2537-5892-7054-10070 10,070 40.7 ANDERSEN ANDRE CONSULTING ENGINERS, INC. 834 Swan Avenue, Part St. Lucie, FL 34983 • Ph: 772.807.9191 • www.aaceinc.com • info@aaceinc.com HELICAL PILE INSTALLATION RECORD (Page 8 / 8) Notes: Torque readings typically noted at start, 113, 2/3 and end of each extension. Project: Maverick Boat Expansion Inspected By: KS File Number: 21-152 Checked By: PGA Client: RK Davis Construction Corp. Installation Period: 04/02/2021 - 04/27/2021 Pile Contractor. Brownie Companies Pile Design Criteria: 90K ultimate, 45K allowable (compression and tension). Target torque: 10,000 ft-lbs (K=9) Pile Manufacturer: Helical Anchors, Inc. Lead Product No: NA Extension Product No: NA Lead Section: 7', 2-718" OD, 12" & 14" helices Extensions: 7'. 2-78" OD NOTE 1: L = Lead, E1 = Extension 1, E2 = Extension 2, etc. Torque Indicator: CMI Torghub 3" Hex 20K, S/N 31-623 Bracket Product No. NA NOTE 2: Product Info and Torque Indicator Calibration provided by Pile Contractor Install Date Location Pile No. Pile ID Installation Notes Final Pile Segment and Measured Torque (ft-lbs) Final Installation Torque (ft4bs) Approximate Final Pile Embedment (ft below bottom of footing excavation) 04/27/21 D-34 71 D34E Extension No. 5: 2573-3494-5396-10080 10.080 40.8 04/27/21 D-35 72 D35W Extension No. 5: 21913872-5324-10038 10,038 40.2 04/27/21 D-35 73 D35E Extension No. 5:1719-2591-5441-10050 10,050 41.0