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Home My WebLink AboutGround Eng - Masonry Inspections.pdf Vail Valley Medical Center—Phase 1 -Materials Testing/Special Inspection Eagle County,Colorado Masonry Field Observation Reports/ Laboratory Analysis Job#15-6565 GROUND Engineering Consultants,Inc. Period Ending 11-16-2017 RDJI.IIDClient: Mr.Chris Knight U Project One Integrated Services, LLC 88 Inverness Circle East, Building G, Suite 101 ENGINEERING CONSULTFINTS Englewood,CO 80112 Vail Valley Medical Center - Phase 1 Masonry Cover Report Date: October 17,2017 Job Number: 15-6565 General Contractor: GE Johnson Rep. Notified: Jake As scheduled, a representative visited the project site to perform special inspections on masonry at locations requested. Comments or Photos: s . A ,a, . Y `� a � 4' +- it '... • - •• , 1, _ _._ : r_.,,,,,AL,{ I nr �, „ I 1 •1 P fl I x jfir . - latile....,11. /P:a•r-r---- ,, iti. . ,, ". . IIIIIIM iir OM,'11 • i .• • i. a w l,`' OMI I lilt i Yes No Discrepancies reported this date? No. and Type of Samples Cast: 3 mortar cylinders No. of Pages Attached: 1 Field Representative: Shane Sorensen www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper D Client: Mr.Chris Knight E R v Project One Integrated Services, LLC 88 Inverness Circle East, Building G, Suite 101 ENGINEERING CONSULTFINTS Englewood,CO 80112 Vail Valley Medical Center - Phase 1 Report Date: October 17,2017 Job Number: 15-6565 General Contractor: GE Johnson Rep. Notified: Jake Masonry Contractor: Gallegos Rep. Notified: Andreas Documents Used: Plans Structure Type: 10"exterior CMU walls Placement Location Oxygen Enclosure walls at A.0-B.0/1.0(109.3'),B.0/1.0-2.0(111.3') and Elevations: Masonry Initial Final CMU Conformance Non- Not Conformance Conformance Applicable Reinforcing from foundation;size,grade and spacing: 1 Vertical Reinforcing Size,Grade,Spacing, Lap and Clearance: 1 1 Horizontal(bond beam,ties);Size, Grade,Spacing: 1 1 Horizontal(bond beam,ties);Lap,Clearance,Other: 1 1 Horizontal(durawall or ladur);Size,Spacing, Lap: 1 1 Mortar and Grout Grout Space;Cleanliness and Grout Block Placement: �/ 1 Grout Lift Height,Consolidation Method,Cleanouts: Mortar/Grout Temperature(°F): 55/N/A Average Approx.Mortar Joint Thickness(in.)/Finish: 3/8 tooled/flush Proportions of Site Prepared Grout or Supplier/Mix ID: N/A Air Temperature and Weather: Clear/30s-60s Methods Employed for Weather Protection: Concrete blankets Description of Non-Conformance Items: Vertical bars are to be placed after wall is completed prior to grout. Additional Comments/Clarification: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper RDJI.IIDClient: Mr.Chris Knight U Project One Integrated Services, LLC 88 Inverness Circle East, Building G, Suite 101 ENGINEERING CONSULTFINTS Englewood,CO 80112 Vail Valley Medical Center - Phase 1 Masonry Cover Report Date: October 19,2017 Job Number: 15-6565 General Contractor: GE Johnson Rep. Notified: Jake As scheduled, a representative visited the project site to perform special inspections on masonry at locations requested. Comments or Photos: x r fir. it ti' , 4 , ..,. •%'mow } , A - f j 4P„ 4 -4:-=.-. . j all iiiii - N ' 4. - ' •i `." 7s • H .1 r - see _ P l` ) I �" .r . ?S • 4 ... 1 4-7 10,- 4 I , f- I h 74 iii Yes Nog Discrepancies reported this date? r `- No. and Type of Samples Cast: (3)grouted prisms,(4)grout blocks No. of Pages Attached: 1 Field Representative: Shane Sorensen www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper D Client: Mr.Chris Knight E R v Project One Integrated Services, LLC 88 Inverness Circle East, Building G, Suite 101 ENGINEERING CONSULTFINTS Englewood,CO 80112 Vail Valley Medical Center - Phase 1 Report Date: October 19,2017 Job Number: 15-6565 General Contractor: GE Johnson Rep. Notified: Jake Masonry Contractor: Gallegos Rep. Notified: Andreas Documents Used: Plans Structure Type: 10"exterior CMU walls Placement Location Oxygen Enclosure walls at A.0-B.0/1.0,B.0/1.0-2.0(113.3') and Elevations: Masonry Initial Final CMU Conformance Non- Not Conformance Conformance Applicable Reinforcing from foundation;size,grade and spacing: 1 Vertical Reinforcing Size,Grade,Spacing, Lap and Clearance: 1 1 Horizontal(bond beam,ties);Size, Grade,Spacing: 1 1 Horizontal(bond beam,ties);Lap,Clearance,Other: 1 1 Horizontal(durawall or ladur);Size,Spacing, Lap: 1 1 Mortar and Grout Grout Space;Cleanliness and Grout Block Placement: �/ 1 Grout Lift Height,Consolidation Method,Cleanouts: �/ 1 Mortar/Grout Temperature(°F): N/A/60 Average Approx.Mortar Joint Thickness(in.)/Finish: 3/8 tooled/flush Proportions of Site Prepared Grout or Supplier/Mix ID: Casey Concrete/7 SK.20%3/8 BLOC Air Temperature and Weather: Clear/50s Methods Employed for Weather Protection: Concrete blankets Description of Non-Conformance Items: Cleanouts were not provided at bottom of reinforced cells and some vertical rebar was even with or protruding above the top course at initial observation. Gallegos provided cleanouts,cleaned mortar droppings,and adjusted rebar to have adequate cover prior to grouting. Additional Comments/Clarification: Grout placement scheduled for 11:30 am began at 12:45 pm. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper IiROUND ENGINEERING CONSULTRNTS MORTAR PROPERTIES Project: Vail Valley Medical Center- Phase 1 Date: October 17, 2017 Job Number: 15-6565 Client: Project One Integrated Services, LLC 88 Inverness Circle East, Building G, Suite 101 Englewood, CO 80112 Attn: Me. Chris Knight Specimen Set Number: 1 Compressive Strength of Mortar Specimens Cast Date: 10/17/2017 Laboratory ID #: 2032 Placement Location: Oxygen Enclosure walls at A.0-B.0/1.0 (109.3'), B.0/1.0-2.0 (111.3') Unit Type: 2" x 4" cylinder Supplier/ Mix ID: Spec Mix Type S Mortar Specifications Temperature (°F): 55 40-90 Initial Cure: 48 hr Standard Initial Cure Final Cure: ASTM C31 Compressive Strength Test Data (ASTM C 780) Specimen Set Number 1 A 1 B 1 C Height (in.) 4.07 4.10 4.08 Diameter 1 (in.) 1.98 2.01 2.01 Diameter 2 (in.) 1.98 2.01 2.00 Cross Sectional Area (in. `) 3.08 3.17 3.16 Maximum Load (Ibt) 11480 12450 11870 Compressive Strength (psi) 3730 3920 3760 Specified Strength (psi) 1500 1500 1500 Test Date 11/14/17 11/14/17 11/14/17 Age (days) 28 28 28 Average Strength (psi) 3800 Corporate North Denver 41 Inverness Dr East 7393 Dahlia Street Englewood, CO 80112 Commerce City,CO 80022 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(303)289 1686 Offices: Denver, Loveland,Western Slope,Granby,Casper WY Fax:(303)289 6742 GROUND ENGINEERING CDNSULTRNTS GROUT PROPERTIES Project: Vail Valley Medical Center- Phase 1 Date: October 19, 2017 Job Number: 15-6565 Client: Project One Integrated Services, LLC 88 Inverness Circle East, Building G, Suite 101 Englewood, CO 80112 Attn: Mr. Chris Knight Specimen Set Number: 1 Compressive Strength of Grout Specimens Cast Date: 10/19/2017 Laboratory ID #: 2037 Placement Location: Oxygen Enclosure walls at A.0-B.0/1.0, B.0/1.0-2.0 (113.3') Unit Type: 3" x 6" block Supplier/ Mix ID: Casey Concrete / 7 SK. 20% 3/8 BLOC Specifications Slump (inches): 10 8-11 Temperature CF): 60 40-90 Initial Cure: Standard Initial Cure Final Cure: ASTM C31 Compressive Strength Test Data (ASTM C 1019) Specimen Set Number 1 A 1 B 1 C 1 D Width Measurement#1 (in.) 3.24 3.26 3.25 3.27 Width Measurement#2 (in.) 3.31 3.35 3.25 3.31 Width Measurement#3 (in) _ 3.33 _ 3.38 3.34 3.29 Width Measurement#4 (in.) 3.29 3.39 3.31 3.20 Height Measurement#1 (in.) 6.35 6.22 6.18 6.21 Height Measurement #2 (in.) 6.36 6.25 6.20 6.24 Height Measurement#3 (in.) 6.36 6.24 6.20 6.25 Height Measurement#4 (in.) 6.34 6.25 6.19 6.22 Cross Sectional Area (in.2) 10.84 11.19 10.81 10.68 Height to Width Ratio 1.93 1.87 1.88 1.91 Load (Ibf) 43,090 61,490 61,070 61,390 Strength (psi) 3940 5440 5590 5690 Specified Strength (psi) - 2000 2000 2000 Test Date 10/26/2017 11/16/2017 11/16/2017 11/16/2017 Age (days) 7 28 28 28 Average Strength (28 day) (psi) 5570 Corporate North Denver 41 Inverness Dr East 7393 Dahlia Street Englewood, CO 80112 Commerce City,CO 80022 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(303)289 1686 Offices: Denver, Loveland,Western Slope,Granby,Casper WY Fax:(303)289 6742 GROUND ENGINEERING CDNSULTRNTS MASONRY PRISM PROPERTIES Project: Vail Valley Medical Center - Phase 1 Date: October 19, 2017 Job Number: 15-6565 Client: Project One Integrated Services, LLC 88 Inverness Circle East, Building G, Suite 101 Attn: Mr. Chris Knight Prism Set Number: 1 Compressive Strength of Masonry Prisms Cast Date: 10/19/2017 Laboratory ID #: Placement Location: Oxygen Enclosure walls at A.0-B.0/1.0, B.0/1.0-2.0 (113.3') Unit Type: Grouted Prism Supplier/ Mix ID: Casey Concrete / 7 SK. 20% 3/8 BLOC Compressive Strength Test Data (ASTM C 1314) Prism Set Number 1 A 1 B 1 C Prism Height (in.) 15.75 15.81 15.78 Prism Width (in.) 7.72 7.73 7.73 Prism Length (in.) 9.68 9.67 9.69 Height/Thickness Ratio 2.04 2.05 2.04 Correction Factor 1.00 1.00 1.00 Net Cross Sect. Area (in.2) 74.73 74.75 74.90 Gross Cross Sect. Area (in.2) 74.73 74.75 74.90 Maximum Load (Ibf) 244830 238730 253320 Compressive Strength (psi) 3290 3200 3390 Specified Strength (psi) 1500 1500 1500 Test Date 11/16/17 11/16/17 11/16/17 Age (days) 28 28 28 Average Strength (psi) 3290 Grand Junction Gypsum 379 Indian Road Corporate Office P.O. Box 464 Grand Junction,CO 81501 41 Inverness Drive East Gypsum,CO 81637 P:(970)242-4300 Englewood, CO 80112 P:(970)524-0720 F:(970)524-0721 F:(303)289-1989 F:(970)524-0721