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Engineer's Letter-Geopier BP3 09.18.2023
GROUNI' September t8,2023 IMPROVEMENT ENGINEERING Mr. Zach Steffen Project Manager Peterson Contractors, lnc Leading. By Design. Re Geopier GP3o System Ground lmprovement As-Built lnstallation Records, Modulus Test, & Quality Control Test Results Atlantic Aviation - Rifle Hangar 5 375 county Road 352 Rifle, Colorado GFC Project No. P22-GCO-00579 Dear Mr. Steffen Thank you for providing the installation and Quality Control (QC) records including the modulus load test results for the Geopier'ground improvement installation at this site. Attached and as described herein are the installation records, QC test records, and modulus load test results. The installation was documented and reported by a third-party Quality Control (QC) technician from GROUND Engineering Consultants. We have reviewed the installation records and test results to verify compliance with our design documents and specifications. The purpose of this letter is to document our review of the installation records and document approval of the Geopier system as installed. Based on the complete installation records including the modulus load test, we conclude that the Geopier system installation followed design requirements and specifications. Production Geopier element installation is complete and was performed in the same manner as the test element installation. We appreciate the opportunity to be of service to you on this project. Please contact us at (816) 42L-4334 if you have any questions regarding this information, or if we may be of further service to you. Sincerely, GROUND IMPROVEMENT EN G IN E E R IN G Digitally signed by Jon Gaul Date: 2023.09.18 -05'00' Aaron J. Gaul, P.E.* Principal Engineer *Licenses: MO, KS, CO, OK, lD Ground lmprovement Engineering I Leading. By Design P a8761 42I-4334 | www. grou n d i m provementen g.com {9dIU -o.c'utrit 3E 6.9 ?* .88 od E6 iF.sa :e.9 --9dH}odet o,:gh PE-39s83 l Geopiero lnstallation & qC Summary Atlantlc Avlatlon - Rlfle Hangar 6 375 county Road 352 Rlfle, Colorado GFC Prolect No. P22-cCO-O0579 Attachments: Modulus Test Data and Graph (1 page) Geopier lnstallation & QC Records ("Cut-Sheets") (9 pages) Bottom Stabilization (BST)Test Records (2 pages) cc Tectonic Geopier Foundation Company, lnc. ROBBINS ENGINEERING, PLLC 10018 W. Markham Street Little Rock, AR 72205 September 18,2023 Nik Marquez Tectonic 6695 W. 48th Avenue Wheat Ridge, CO 80033 RE: Atlantic Aviation Hangar Rifle, Colorado Mr. Marquez: We have reviewed the Geopier BP3 system installation records and Quality Control records including the modulus load test results as documented and reported by GROUND Engineering Consultants and we approve of the results. The results do meet the design requirements for the structural elements that they support. lf you have any further questions or if I can be of further service, please do not hesitate to call. Best Regards, Todd Robbins, PE eft8/23 Measurements: Gor #Date Lenoth 1 2 3 4 5 6 7 I I 430 08126123 7 0.25 o.25 0.25 ao2 08/26123 r7 o.25 o.25 o.25 423 oal26l23 7 0.25 0.25 o.25 799 08126123 r7 0.50 o.25 o.25 393 08126123 7 o.25 0.25 0.25 794 08126123 fi o.25 0.25 0.25 797 08126123 L7 0.25 o.25 o.25 77 08123/23 !2 0.25 o.25 o.25 353 08127123 'l 0.25 o.25 o.25 22 08127/23 18 0.50 o.25 o.25 767 08127123 19 0.25 o.25 o.25 34C 08127123 7 o.25 0.25 0.25 285 08127/23 7 o.25 0.25 0.25 295 08127123 7 0.25 o.25 o.25 744 08/27/23 19 0.25 0.50 o.25 303 08127123 1 o.25 o.25 0.25 729 08/27/23 19 o.25 0.25 o.25 20 08178123 18 o.25 o.25 0.25 237 08128123 7 0.25 o.25 0.25 7f7 08lz8l23 19 0.50 o.25 o.25 246 o8128123 7 o.25 0.25 o.25 251 08128123 7 o.25 o.25 o.25 256 08/28/23 7 o.25 0.25 o.25 7t5 08128/23 19 o.25 0.25 o.25 201 08/29123 7 o.25 o.25 0.25 206 08129123 7 0.50 o.25 o.25 2tr 08/29/23 7 0.25 0.25 o.25 2L6 08/29/23 7 0.25 0.25 0.25 22r 08/29/23 7 o.25 o.25 o.25 162 08/29/23 7 o.25 0.25 o.25 709 08129123 19 o.25 o.25 0.25 704 09/06123 19 0.50 o.25 0.25 775 oel06/23 7 0.50 0.25 0.25 L77 oe/06123 7 0.50 0.25 0.25 689 09l06l23 19 0.50 0.50 0.25 699 09l06l23 19 0.50 0.25 0.25 10p 09l06l23 t7 0.25 0.25 0.25 680 osl06l23 19 0.25 0.25 o.25 103 osl06l23 t7 0.25 0.25 0.25 tt7 09l06l23 7'l 0.25 0.25 0.25 t45 09lo7l23 'l 0.50 0.50 0.50 155 09lo7/23 7 0.50 0.50 0.50 !22 09lo7l23 7 0.25 0.50 0.25 r27 oslo7l23 7 0.50 0.50 0.50 674 09lo7l23 19 0.50 0.50 0.25 678 09l07l23 19 0.50 0.50 0.50 Bottom Stabilization Test Record Project: Atlantic Aviation Ham. # 0 PCI#: J23169 Locailon: CO, Rlfle # piers: 995 Geopier#: p22-pco-s79 Load Test BSTS 0.38 lnstalled: 895 Piers Left: 0 0.25 0.38 ln. ln. ln. be on 10% of and each Measurements: Gpr #Date Lenoth 1 2 3 4 5 6 7 I o 839 08l!9123 15 0.25 0.25 0.25 522 08l19l23 'l 0.25 0.25 0.25 527 08lt9l23 1 0.25 o.25 0.25 550 08l19l23 7 o.25 o.25 0.25 540 08lt9l23 1 0.50 0.25 o.25 530 08l19l23 7 o.25 0.50 0.25 563 08119123 1 o.25 0.50 o.25 591 08/2r/23 7 o.25 0.25 0.25 581 08/2L/23 1 0.50 0.50 o.25 571 08l2r/23 7 0.50 0.50 o.25 864 08l2rl23 74 0.50 0.25 0.25 860 08122123 t4 o.25 o.25 0.25 855 08122123 15 0.25 o.25 0.25 622 08122123 7 o.25 o.25 0.25 612 08122123 7 0.50 o.25 o.25 868 08/22/23 13 0.50 o.25 0.25 633 08122123 7 0.50 o.25 0.50 638 08122/23 7 0.50 0.50 0.25 660 08122123 7 0.50 0.50 o.25 650 08122123 7 0.50 0.50 0.25 895 08122/23 15 o.75 0.25 0.50 886 08122123 15 0.50 0.25 0.50 885 08123123 15 0.25 o.25 0.25 114 08123123 I 0.25 0.25 o.25 0?08l?3172 I 0.25 0.25 0.25 u 08/23/23 t2 0.25 0.25 o.25 76 08123/23 L2 o.25 o.25 0.25 817 08123123 16 0.25 o.25 o.25 482 08123123 7 0.50 o.25 0.25 805 08123123 t7 o.25 o.25 0.25 472 08123123 7 0.50 o.25 0.25 808 08124123 I7 o.25 0.25 0.25 810 08124123 t7 0.50 0.25 0.25 778 08124123 t7 o.25 0.25 0.25 780 08124123 T7 o.25 o.25 o.25 786 08124123 t7 o.25 o.25 0.25 762 08/24/23 19 o.25 0.25 0.25 361 08/24123 7 0.25 o.25 o.25 759 08/24123 19 o.25 0.25 0.25 367 c,8124123 7 o.25 o.25 0.25 29n oA126n1 1 0.25 0.25 o,25 749 08126/23 19 o.25 o.25 o.25 82t 08126123 16 0.25 0.25 o.25 49L 08126123 7 0.25 o.25 o.25 Tvp€ Bonom Fodlnt $aft En8th, ti adual shafr GrcUNd surfac. 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s537.11 5530.32 5530.32 6.f96 -l)1 4 20 8W al2El202i cl cl 1 5q30.32 6.79 7 5538.32 -L.27 .l cl 1 5537.32 7.OO 7.27 5534.32 -1.21 4 20 L 5q7 32 7.OO 7.27 5537.11 5530.32 6.79 4 20 at2st202i cl al 1 5537-11 5530_32 6.79 7 5538.32 al2al207l cl cl 5537.32 7 s538.32 -L,2t 4 1 s537.32 7.OO 7.21 5537.11 5530.32 -l 2l 4 20 at2at202:cl 1 721 ss37.11 5S30.32 6.79 7 )o tl2al202:cl cl 5537.32 6.7q 7 5538.32 -1.2L 1 ss37.32 7.OO 7.2L 5537,11 5S37.11 5530.32 5530.32 6.f9E -7.21 4 20 g cl 1 5530.32 6.79 7 5538.32 -7.2L .l cl 1 5537.22 7.00 7.2L 5538.32 -1.21 4 20 L 5S?7 32 ?.oo 7.2L 5537.11 5530.32 6.79 4 20 at27 t2021 cl cl 1 qs?7.11 5530.32 6.79 7 5538.32 cl cl 5537.32 7 5S38.32 -7,2L 4 1 553t-32 7-OO 1.21 5537.11 5530,32 -7 21 4 20 at27 t202i cl 1 7)l s53?.11 s530.32 6.79 7 2n cl cl 5537-32 679 7 5538.32 -7.2L .l 1 ss37-32 7 -OO 7.2L qq3a.q2 -4.21 4 20 1 7.OO 7.21 s537.11 5530.32 6.79 4 20 y27 12021 CI cl 5530.32 6.79 7 5538.32 -7.27 cl cl 1 ss37.32 7-OD 5534.32 -1.21 4 20 7 55q7-q2 7-00 7.27 s537.11 5530.32 4 20 v27 t202:cl cl 5537-11 5530.32 6.79 7 5538.32 12071 cl cl 5537.32 7 5538.32 -t,21 7 5537.32 7.OO 7.2L 5537.11 s537-11 5530.32 5530.32 6.f96 -1.)a 4 20 !ry cl----1 5530.?2 6.7q 7 5538.32 -L-27 .l cl 1 5537.32 7.OO 7.2L 5534.32 -1.21 4 20 7 i537.?2 7.OO 7.2t 5537.11 5530.32 4 20 \t27 t202i cl cl 1 7.21 5537-11 ss30.32 6.79 7 )o L7 17021 cl cl 5537.32 7 5538.32 -t,27 1 5537.32 7.OO 7.2L -1.44 4 20 1 J23169 - Atlantlc Aviatlon RevElon Date: 8/14120?3 Pl.r Nunb!r Pltr Twr Fdln! 9rn bhtth, ft $rfr 6bund suftc. El.v- lftl Botom ofPl.r Top d PlerEhY Glopl€r G.opl!r ramp nme Data $[ Typ6 ln $il Typ€ et up[trs lnsrall.d cestnS Ur.d 9.00 9.21 5537.11 ss24.?2 5533.32 9-OO 9.47 7 20 al cl 1 ss33.32 13 5534-32 2.79 7 70 cl cl 5524.32 72.79 13 ss34-32 2.79 .l .l s.00 9.27 5537.11 ss24.32 12.79 ;533.32 g-oo 9.21 ss37.11 7 20 cl cl 5533-32 5534.32 2,79 7 20 cl .l 1 5524.32 12-79 13 s534-32 2.79 7 .l .l 9.00 9.2L 5537.11 ss24.32 72.79 5533.32 9.00 9,21 ss37.11 552d.?t 7 0 cl al 1 5S34-32 5535.32 7.79 10 20 916t7023 cl cl 1 19.79 20 5535.32 7.79 cl .l 17.00 L7.2L 5537.11 sst7.12 1t.79 70 5534.32 17.00 17.27 5S17.11 ss17 ?)10 0 cl cl 1 5S34-32 1.79 10 20 91612023 cl cl 1 19-79 20 s535.32 1.79 91612024 .l .l 17.27 5537.11 5517.32 19.79 )n 5534.32 17.00 17.27 ss37_1 10 0 9t6t2023 cl cl 1 s533.32 5534.32 2.79 11 20 9t6t2023 cl cl 1 5516.32 20.79 21 s534-32 2.79 .l .l 17.00 t7.27 5537.11 s516.t2 2C.79 21 17-00 17.21 5537.11FTi 5534.32 sq14 1' 2,79 2.79 11 20 cl cl 1 1 5516.32 20.79 s534.32 2.79 rl .l 9.00 9.21 5537.11 ss2a.32 12.79 5533.32 9.O0 9.21 7 20 cl cl 1 553q.12 72.79 13 5534.32 2.79 7 20 cl cl 1 5524,32 72.79 13 s534_32 2.79 .l 5533.32 9.00 9,2t s537_11 ss)43a 1).75 5533.32 9.O0 9.21 2-79 7 20 CI cl s537.q2 7 5538.32 -1.27 4 20 917 12023 cl cl 1 5537.11 5530.32 6.79 7 s538.32 -7)t 5537.32 7.00 7,2t 5537.11 s530.32 6.79 5537.32 7.OO 7.21 4 20 9t7 t2023 cl cl 1 7 s538.32 -7.21 4 20 qn 1202a cl cl 1 5537.11 5530.32 6.79 7 ss38_32 -7)1 7.OO 7,2t 5537-11 s530.32 6.79 5537.32 7.00 7.21 4 20 9t7 t2023 cl cl 1 7 5538.32 -1,21 4 917 1202a cl cl 1 5537.11 5530-32 6.79 7 s538.32 -1.21 7.00 7,27 5537.11 5530-32 6.79 1 5537.32 7-00 7)7 4 20 917 t2023 cl cl t 7 5538.32 -1,21 4 20 917 12023 cl cl 1 5537.11 5530.32 6.79 7 ss38.32 -711 7.00 7,21 5S37.11 ss30-32 6.79 5537.32 7.OO 7.47 5537-11 4 20 9t7 t2023 cl cl 1 55q7.32 5538.32 -7,2t 4 20 917 lao23 cl .l 1 5530.32 6.79 7 ss38.32 -7.71 7.OO 7.27 5537.11 5530-32 6.79 7 5537.32 7.OO 7.21 4 20 9t7 12023 cl cl 1 5537.3:5538-32 -1.21 4 20 9t7 t2023 .l cl 1 5530.32 6.79 7 5S38.32 -1.21 7.OO 7.21 5537.11 ss30.32 6.19 1 5537.32 7.O0 7.21 5517 11 4 20 9t7 t2023 al tl 1 5537_t2 5538-32 -L.27 4 20 9t7 12023 rl cl 7 5530.32 6.79 7 ss38-32 -1.27 7.OO 7.2t 5537.11 5530.32 6.79 7 5537.32 7.O0 7.21 s537-11 0 gtJ 12023 cl cl 7 5537_1 5538.32 -7.27 4 20 9t7 t2023 cl cl 7 5530.32 6.79 7 ss38.32 -1.21 4 7.00 7.2L 5537.11 5530.32 6.19 7 5537.32 7.00 7.21 s537-11 2(9t7 t2023 cl cl 1 5S37.32 7-00 ;38.32 -7.27 4 20 9t7 t2023 cl cl 1 5530.32 6.75 7 5538.32 -7.21 4 )o .l .l 7.00 7.27 5537.11 5530.32 6.79 7 q53a 32 5537.32 7.ao 7.2a s537-11 20 9t7 t2023 cl cl 1 ss37.32 700 538.32 -7.21 4 20 9t7 t2023 cl cl 1 5530,32 6.79 7 5S38.32 -1.aI 4 20 7.00 7.27 5537.11 5530.32 6.79 7 5537.32 7.OO 7.21 5537.11 0 cl cl 1 ss37.12 7_OO 538.32 -r.21 4 20 31291202i cl cl 1 5530.32 6.79 7 5538.32 -1.21 4 0 7.OO 7.21 5537.11 5530.32 6.79 7 5537.32 7.00 7.27 5537.11 5538.32-55-5ffi -1.21 -1.2t 4 20 tw al al 7 1 5530.32 6.79 7 5S38.32 -1.21 4 7.00 7.21 s537.11 5530.32 6.79 7 5537.32 7.00 7.21 5537.11 s537 1 1 5534.32ffi -t.21 -1,21 4 20 cl cl 1 5530.32 6.79 7 s538.32 -1.21 7-OO 7,21 s537-11 ss30.32 6.79 5537.32 7_00 7.21 -1.21 4 20 9t6t2023 cl cl I 55?7 32 7 5538.32 -7,2r 4 20 91612C21 cl cl 1 6-79 7 ss38.32 -1.47 5537-32 7.00 7.27 5537.11 5S30-32 6.79 5597,32 7.On 7 -)1 -1,21 20 915t2023 L 7 5538.32 -1,21 4 20 9161202a cl cl 1 5537.11 5530.32 6.79 7 5538.32 -1.21 5537.32 7.O0 7.2t 5537.11 ssl0.32 6.79 5537.32 7.OO 7.21 20 9t6t2023 cl cl 1 7 5538-32 -1.2L 4 20 q1612023 cl cl 1 5530.32 6.79 7 s53a.32 -1.27 5557.32 7.OO 7,2L s537-1r ss30.32 5.7q 5537.32 7.OO 7.27 4 20 9t6t2023 cl cl 1 7 5538.32 -7,27 4 20 9t6t2023 cl cl 1 5537.11 5530.32 6.79 7 ss38.32 7.00 7,27 5537.11 ss30-32 6.79 s537.32 7.O0 7.21 cl cl 7 5537.?2 i538.32 -7,2L 4 20 9t6t2023 cl cl 1 6.79 7 5538.32 -1.21 4 .l 7.2L 5537.11 5530.32 6.79 7 5534_f2 5537,32 7.OO 7.27 s537-11 5530.32 cl 5537-32 7.OO 4 20 cl cl 1 i23169 ' ailanil. Avlanon n.UdonDater 8/1412021 Drill and Fill Cutsheet stadlnsweek {sund.y): 14169 P22"PG0.579 I alt4l202t '*il$#:;#WH*crgPIEF: frA Piers:_ Upllft Plers:_ Hammer: ffi Mlnlf,umDrlllDedh: m fr MaximumDnlDeplh: 2m ft GnnS Used:_ft*w.ftad swa# srn$uat E*iLdq Fernls np.fooilna bngth, ft Aduel shrtr Ground $ftc! 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By Design. Project: Location Project Number: Dato of lnstallation: Location: lnslaller Representativc: General Requirements: Atlantic Aviatlon a GEOPIER.' CO, Rifle GEOPIER@ MODULUS LOAD TEST Design St.ess: Geopier Diameter: Geopier Length: Datc of Tesl: Nearest Borings: QC Representative: 15910 psf 24 inches 14 feet August 27, 2023 See GROUND Geo Rpt GROUND, Jeff Haney P22-PG0-579 Auqust 23, 2023 south west-Grid line l/1 Brock Zuck, PCI Forman Load test pier to 1 50% of design load. Deflection not expected to exceed 0.6-inch at 1 00% of the design stress. Expected Geopier Modulus at 1 00% design stress: 300 pci or greater. Diaoram 3 feet 14 leel Telltah Ram Load. (kios) Applied Stress. (osf) Percent Design Stress Total Deflection, (in) Tell-Tale Deflection, (in) Geopier Modulus. (pci) 2.5 796 5%0.0000 0.0000 0 8.5 2705 17%-0.01 15 0.0000 1 633 16.5 5250 33%-0.0310 -0.0005 1176 25.0 7955 SOYo -0.0595 -0.0015 928 33.5 1 0660 67%-0.0825 -0.0040 897 41.5 1 3205 83%-0.1 000 -0.0050 s17 50.0 15910 1O0o/o -0.1285 -0.0095 860 58.5 18615 117./,-0.1 660 -o.o21t 779 66.5 21160 133%-0.1 940 -0.0235 757 75.0 23865 150%-o.2275 -0.0280 724 50.0 15910 1004/0 -o.2250 -o.0275 NA 33.5 1 0660 67o/o -0.2135 -o.o275 NA 16.5 5250 33%-0.1 865 -0.0265 NA 0.0 0 oo/d -0.1485 -0.0250 NA 0 5,000 Geopier Modulus Load Test Deflection vs. Geopier Stress Top of Geopier Stress (psf) 10,000 15,000 20,000 25,000 30,000 0.00 ---&-------A design stress=- - +top of Geopier -a -tell-tale -0.20 -0.40 -0.60 -0.80 tr co oo oo -1.00 -1.20 -1.40 -1.60 -1.80 -2.00