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HomeMy WebLinkAboutB16-0490 Engineering report170331.pdf March 31, 2017 Subject: Interim Materials Testing Summary, Galvin Residence–303 Gore Creek Drive #12, - Materials Testing – Special Inspections, Town of Vail, Colorado Job Number: 17-6510 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Dear Mr. Marschalk, For the period ending March 31, 2017, representatives of GROUND Engineering Consultants, Inc. were on site to provide materials testing services at times scheduled by the Contractor, Subcontractor and/or Owner. Our reports have been completed in the field as our testing and observations were performed. The Contractor and applicable Sub Contractors were notified of the testing results and/or observations prior to our departure from the project site. This summary report includes the observation reports as well as the materials test results. Please do not hesitate to contact this office if you have any questions concerning these reports. Sincerely, GROUND ENGINEERING CONSULTANTS, INC. Chris Hutto, CET Construction Services Manager Galvin Residence – 303 Gore Creek Drive, Unit 12 - Materials Testing/Special Inspection Town of Vail, Colorado Job #17-6510 GROUND Engineering Consultants, Inc. Period Ending 3/31/2017 General Comments Field Observation Reports Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Job No: Date: Field Representative: General Comments As scheduled, a representative arrived on-site to perform the below discussed services and we have the following comments. Matt Raczewski 17-6510 March 27, 2017 ***OPEN HOLE*** The exposed materials at the base of the excavation for the basement foundation footings, beneath the existing footings consisting of 10' long sections, at approximately 15' to 25' S of the NE and NW corners, were observed. At an elevation of approximately 66.2', the exposed materials appeared to be comprised primarily of coarse grained sands and gavels with scattered cobbles that were generally consistent with our experience of the anticipated conditions in this area. A mini-excavator and shovels were used to expose the undisturbed native material in the foundation excavations, and a vibratory plate tamper was used to recompact the foundation subgrade surface prior to form placement. No project geotechnical report has been prepared for this site, but plans call for an assumed allowable soil bearing pressure of 3,000 psf. Quantitatively verifying bearing capacity generally requires access to subsurface and Standard Penetration Test data. Based on the limited amount of available subsurface data, the observed soils are deemed to be potentially capable of providing an allowable bearing capacity of 3,000 psf, however, the possibility of the presence of weak subsurface materials resulting in allowable bearing capacities less than 3,000 psf cannot be ruled out from surface observations only. In the event that quantitative verification of allowable bearing capacity is necessary, drilling and sampling should be performed. Justin with SRE Building Associates was immediately notified of today's observations. Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Job No: Date: Field Representative: General Comments As scheduled, a representative arrived on-site to perform the below discussed services and we have the following comments. Shane Sorensen 17-6510 March 31, 2017 ***RESCHEDULED VISIT*** Upon arrival we were notified by Justin with SRE Building Associates that our services were not needed at the scheduled time. The excavation for the north addition would not be complete until the following week. Future observations will be scheduled with our office. Galvin Residence – 303 Gore Creek Drive, Unit 12 - Materials Testing/Special Inspection Town of Vail, Colorado Job #17-6510 GROUND Engineering Consultants, Inc. Period Ending 3/31/2017 Concrete Field Observation Reports/ Compressive Strength Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Comments or Photos: Results within Specifications? Reinforcing Steel Checked? Subgrade Tested? Number of Cylinders Cast this Date: Number of Pages Attached: Field Representative: Yes No Not Applicable As scheduled, a representative visited the project site to perform periodic concrete testing. The locations of each sample are approximate. General Contractor:General Contractor Rep. Notified:Rep Notified Job Number Concrete Cover Report Date:Date Job Number:Job NameMarch 3, 2017 17-6510 SRE Justin 4 1 Chris Leeper Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Cylinders Cast on Ticket Number: Total Number of Cylinders Cast: Cylinder Diameter (in.) Cross Sectional Area (sq. in.) Maximum Load (lbs.) Compressive Strength (psi) Test Date Test Age (days) Fracture Type Average 28-Day Compressive Strength (psi): Placement Contractor:Earthwork Contractor Rep. Notified:Rep Notified Report Date:Date Job Number:Job Name General Contractor:General Contractor Rep. Notified:Rep Notified Placement Date: Job Number Placement Method: Finish Method: Item Number /Structure Type: Concrete Supplier: Mix Identification: Total Cubic Yards Placed: Weather/Temp.: (°F)(pcf) Placement Location: Specifications Specified Strength (psi): Air Content (%): Slump (in.): Temperature (°F): Concrete Field Properties Test No.Sample Location Truck Number Ticket Number Batch Time (gal.) Test Time Slump/ Spread C143 Air Content C231 Conc. Temp. C1064 Unit Weight C138 Water Added (inches) (%) Compressive Strength Results (ASTM C39) Laboratory ID: Field Technician: Comments: March 31, 2017 17-6510 March 3, 2017 SRE Justin Hendrick N/A Casey 378F 4 Clear/40's Pump Vibrate/ trowel Footings Wall footings in NW and NE corner of lower level 3,000 N/A 4 +/-1 50-90 1 1' S, 1' E of NW corner of lower level 309520 43 11:18 am 12:45 pm 4 1/2 2.1 58 142.4 5.5 309520 4 5017 4.00 12.57 48,750 3,880 3/10/17 7 5 4.00 12.57 60,970 4,850 3/31/17 28 5 4.00 12.57 61,290 4,880 3/31/17 28 5 4.00 12.57 61,370 4,880 3/31/17 28 3 4,870 Chris Leeper Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Comments or Photos: Results within Specifications? Reinforcing Steel Checked? Subgrade Tested? Number of Cylinders Cast this Date: Number of Pages Attached: Field Representative: Yes No Not Applicable As scheduled, a representative visited the project site to perform periodic concrete testing. The locations of each sample are approximate. General Contractor:General Contractor Rep. Notified:Rep Notified Job Number Concrete Cover Report Date:Date Job Number:Job NameMarch 7, 2017 17-6510 SRE Justin 4 1 Chris Leeper Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Cylinders Cast on Ticket Number: Total Number of Cylinders Cast: Cylinder Diameter (in.) Cross Sectional Area (sq. in.) Maximum Load (lbs.) Compressive Strength (psi) Test Date Test Age (days) Fracture Type Average 28-Day Compressive Strength (psi): Placement Contractor:Earthwork Contractor Rep. Notified:Rep Notified Report Date:Date Job Number:Job Name General Contractor:General Contractor Rep. Notified:Rep Notified Placement Date: Job Number Placement Method: Finish Method: Item Number /Structure Type: Concrete Supplier: Mix Identification: Total Cubic Yards Placed: Weather/Temp.: (°F)(pcf) Placement Location: Specifications Specified Strength (psi): Air Content (%): Slump (in.): Temperature (°F): Concrete Field Properties Test No.Sample Location Truck Number Ticket Number Batch Time (gal.) Test Time Slump/ Spread C143 Air Content C231 Conc. Temp. C1064 Unit Weight C138 Water Added (inches) (%) Compressive Strength Results (ASTM C39) Laboratory ID: Field Technician: Comments: March 14, 2017 17-6510 March 7, 2017 SRE Justin Hendrick N/A Casey 378F 2 Overcast/ 20's Pump Vibrate/ trowel Foundation wall Walls in NW and NE corner of lower level 3,000 N/A 4 +/-1 50-90 2 1' S of NE corner of lower level 309531 43 7:57 am 9:10 am 4 3/4 1.4 55 144.6 4 309531 4 5018 4.00 12.57 42,260 3,360 3/14/17 7 5 4.00 12.57 4/4/17 28 4.00 12.57 4/4/17 28 4.00 12.57 4/4/17 28 Chris Leeper Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Comments or Photos: Results within Specifications? Reinforcing Steel Checked? Subgrade Tested? Number of Cylinders Cast this Date: Number of Pages Attached: Field Representative: Yes No Not Applicable As scheduled, a representative visited the project site to perform periodic concrete testing. The locations of each sample are approximate. General Contractor:General Contractor Rep. Notified:Rep Notified Job Number Concrete Cover Report Date:Date Job Number:Job NameMarch 14, 2017 17-6510 SRE Justin 4 1 Chris Leeper Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Cylinders Cast on Ticket Number: Total Number of Cylinders Cast: Cylinder Diameter (in.) Cross Sectional Area (sq. in.) Maximum Load (lbs.) Compressive Strength (psi) Test Date Test Age (days) Fracture Type Average 28-Day Compressive Strength (psi): Placement Contractor:Earthwork Contractor Rep. Notified:Rep Notified Report Date:Date Job Number:Job Name General Contractor:General Contractor Rep. Notified:Rep Notified Placement Date: Job Number Placement Method: Finish Method: Item Number /Structure Type: Concrete Supplier: Mix Identification: Total Cubic Yards Placed: Weather/Temp.: (°F)(pcf) Placement Location: Specifications Specified Strength (psi): Air Content (%): Slump (in.): Temperature (°F): Concrete Field Properties Test No.Sample Location Truck Number Ticket Number Batch Time (gal.) Test Time Slump/ Spread C143 Air Content C231 Conc. Temp. C1064 Unit Weight C138 Water Added (inches) (%) Compressive Strength Results (ASTM C39) Laboratory ID: Field Technician: Comments: March 21, 2017 17-6510 March 14, 2017 SRE Justin Hendrick N/A Casey 378F 5 Clear/ 50's Pump Vibrate/ trowel Footing East and west middle section of wall footing for lower level 3,000 N/A 4 +/-1 50-90 3 5' S of NE corner of lower level 309579 36 11:18 am 12:45 pm 5 1.8 60 143.6 0 309579 4 5020 4.00 12.57 54,640 4,350 3/21/17 7 3 4.00 12.57 4/11/17 28 4.00 12.57 4/11/17 28 4.00 12.57 4/11/17 28 Chris Leeper Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Comments or Photos: Results within Specifications? Reinforcing Steel Checked? Subgrade Tested? Number of Cylinders Cast this Date: Number of Pages Attached: Field Representative: Yes No Not Applicable As scheduled, a representative visited the project site to perform periodic concrete testing. The locations of each sample are approximate. General Contractor:General Contractor Rep. Notified:Rep Notified Job Number Concrete Cover Report Date:Date Job Number:Job NameMarch 16, 2017 17-6510 SRE Justin 4 1 Matt Raczewski Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Cylinders Cast on Ticket Number: Total Number of Cylinders Cast: Cylinder Diameter (in.) Cross Sectional Area (sq. in.) Maximum Load (lbs.) Compressive Strength (psi) Test Date Test Age (days) Fracture Type Average 28-Day Compressive Strength (psi): Placement Contractor:Earthwork Contractor Rep. Notified:Rep Notified Report Date:Date Job Number:Job Name General Contractor:General Contractor Rep. Notified:Rep Notified Placement Date: Job Number Placement Method: Finish Method: Item Number /Structure Type: Concrete Supplier: Mix Identification: Total Cubic Yards Placed: Weather/Temp.: (°F)(pcf) Placement Location: Specifications Specified Strength (psi): Air Content (%): Slump (in.): Temperature (°F): Concrete Field Properties Test No.Sample Location Truck Number Ticket Number Batch Time (gal.) Test Time Slump/ Spread C143 Air Content C231 Conc. Temp. C1064 Unit Weight C138 Water Added (inches) (%) Compressive Strength Results (ASTM C39) Laboratory ID: Field Technician: Comments: March 23, 2017 17-6510 March 16, 2017 SRE Justin Hendrick N/A Casey 7.0 3/8 F 70/30 2" 3.50 Clear, 60s Pump Vibrate/ trowel Foundation wall, underpin East and west middle section of foundation wall for lower level, 7' long sections. 3,000 N/A 4 +/-1 50-90 4 5' S of NE corner of lower level 143 309605 12:51 14:10 4 1.7 73 142.0 0 309605 4 5022 4.00 12.57 49,770 3,960 3/23/17 7 3 4.00 12.57 4/13/17 28 4.00 12.57 4/13/17 28 4.00 12.57 4/13/17 28 Matt Raczewski On arrival to the job site at 8:30 hrs. we were informed by Justin (SRE) that the placement has been delayed and rescheduled for 14:00 hrs. We arrived back to the site at 13:45 hrs., the concrete placement was on time for 14:00 hrs. Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Comments or Photos: Results within Specifications? Reinforcing Steel Checked? Subgrade Tested? Number of Cylinders Cast this Date: Number of Pages Attached: Field Representative: Yes No Not Applicable As scheduled, a representative visited the project site to perform periodic concrete testing. The locations of each sample are approximate. General Contractor:General Contractor Rep. Notified:Rep Notified Job Number Concrete Cover Report Date:Date Job Number:Job NameMarch 27, 2017 17-6510 SRE Justin 4 1 Matt Raczewski Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Cylinders Cast on Ticket Number: Total Number of Cylinders Cast: Cylinder Diameter (in.) Cross Sectional Area (sq. in.) Maximum Load (lbs.) Compressive Strength (psi) Test Date Test Age (days) Fracture Type Average 28-Day Compressive Strength (psi): Placement Contractor:Earthwork Contractor Rep. Notified:Rep Notified Report Date:Date Job Number:Job Name General Contractor:General Contractor Rep. Notified:Rep Notified Placement Date: Job Number Placement Method: Finish Method: Item Number /Structure Type: Concrete Supplier: Mix Identification: Total Cubic Yards Placed: Weather/Temp.: (°F)(pcf) Placement Location: Specifications Specified Strength (psi): Air Content (%): Slump (in.): Temperature (°F): Concrete Field Properties Test No.Sample Location Truck Number Ticket Number Batch Time (gal.) Test Time Slump/ Spread C143 Air Content C231 Conc. Temp. C1064 Unit Weight C138 Water Added (inches) (%) Compressive Strength Results (ASTM C39) Laboratory ID: Field Technician: Comments: March 27, 2017 17-6510 March 27, 2017 SRE Justin Hendrick Rogelio Casey 7.0 3/8 F 70/30 2" 7.0 Cloudy, 55 to 65 Pump Vibrate/ trowel Footings Footing along the west wall, 15' to 25' S of the NW corner of the lower level Footing along the east wall, 15' to 25' S of the NE corner of the lower level 3,000 N/A 4 +/-1 50-90 5 West wall footing Center 145 309699 11:50 13:10 3 2.7 67 141.6 5 309699 4 5035 4.00 12.57 4/3/17 7 4.00 12.57 4/24/17 28 4.00 12.57 4/24/17 28 4.00 12.57 4/24/17 28 Matt Raczewski Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Comments or Photos: Results within Specifications? Reinforcing Steel Checked? Subgrade Tested? Number of Cylinders Cast this Date: Number of Pages Attached: Field Representative: Yes No Not Applicable As scheduled, a representative visited the project site to perform periodic concrete testing. The locations of each sample are approximate. General Contractor:General Contractor Rep. Notified:Rep Notified Job Number Concrete Cover Report Date:Date Job Number:Job NameMarch 28, 2017 17-6510 SRE Justin 4 1 Matt Raczewski Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Cylinders Cast on Ticket Number: Total Number of Cylinders Cast: Cylinder Diameter (in.) Cross Sectional Area (sq. in.) Maximum Load (lbs.) Compressive Strength (psi) Test Date Test Age (days) Fracture Type Average 28-Day Compressive Strength (psi): Placement Contractor:Earthwork Contractor Rep. Notified:Rep Notified Report Date:Date Job Number:Job Name General Contractor:General Contractor Rep. Notified:Rep Notified Placement Date: Job Number Placement Method: Finish Method: Item Number /Structure Type: Concrete Supplier: Mix Identification: Total Cubic Yards Placed: Weather/Temp.: (°F)(pcf) Placement Location: Specifications Specified Strength (psi): Air Content (%): Slump (in.): Temperature (°F): Concrete Field Properties Test No.Sample Location Truck Number Ticket Number Batch Time (gal.) Test Time Slump/ Spread C143 Air Content C231 Conc. Temp. C1064 Unit Weight C138 Water Added (inches) (%) Compressive Strength Results (ASTM C39) Laboratory ID: Field Technician: Comments: March 28, 2017 17-6510 March 28, 2017 SRE Justin Hendrick Rogelio Casey 7.0 3/8 F 70/30 2" 5 Cloudy, 45 to 55 Pump Vibration Foundation Walls Foundation wall along the west wall, 15' to 25' S of the NW corner of the lower level Foundation wall along the east wall, 15' to 25' S of the NE corner of the lower level 3,000 N/A 4 +/-1 50-90 6 East foundation wall 132 309707 11:51 13:20 4 1/2 2.6 67 140.3 1 309707 4 4.00 12.57 4/4/17 7 4.00 12.57 4/25/17 28 4.00 12.57 4/25/17 28 4.00 12.57 4/25/17 28 Matt Raczewski Galvin Residence – 303 Gore Creek Drive, Unit 12 - Materials Testing/Special Inspection Town of Vail, Colorado Job #17-6510 GROUND Engineering Consultants, Inc. Period Ending 3/31/2017 Reinforcing Steel Field Observation Reports Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Comments or Photos: Yes No Discrepancies Reported this Date? No. of Pages Attached: Field Representative: Concrete Reinforcing Cover Report Date:Job NameJob Number: As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. General Contractor: Rep. Notified: March 27, 2017 17-6510 SRE Justin 1 Matt Raczewski / Shane Sorensen Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Y Description of Non-Conformance Items: Additional Comments/Clarification: No., Spacing, Size of Embed Plates, Headed Anchor Studs, Stud Rails: Anchor Bolts; Number of, diameter, embed length: Initial Conformance Non- Conformance Not Applicable Report Date: General Contractor: Job Number: Rep. Notified: Date Job Name Job Number General Contractor Rep Notified Rebar Installer: Rep. Notified: Documents Used: Structure Type: Placement Location: Earthwork Contractor Form Length, Width, Depth: Number and Spacing of Form Savers Installed: Dowels to Adjacent Structure; wall, slab or other: Embeds and Anchors Clearance and Lap Length: Number and Spacing of Ties, Stirrups, Corner Bars: Number of Bars, Size, Length, Grade, Spacing: Reinforcing Steel Final Reinforcing Steel Rep Notified Conformance March 27, 2017 17-6510 SRE Justin Hendrick Rogelio Plans Footing and foundation wall Footing and foundation wall along the west wall, 15' to 25' S of the NW corner of the lower level Footing and foundation wall along the east wall, 15' to 25' S of the NE corner of the lower level ✔✔ ✔ ✔✔ ✔✔ ✔ ✔✔ ✔ ✔ Galvin Residence – 303 Gore Creek Drive, Unit 12 - Materials Testing/Special Inspection Town of Vail, Colorado Job #17-6510 GROUND Engineering Consultants, Inc. Period Ending 3/31/2017 Drilled & Epoxied Reinforcing Steel Field Observation Reports Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Comments or Photos: Yes No Discrepancies Reported this Date? No. of Pages Attached: Field Representative: Drill and Epoxy Cover Report Date:Date Job NameJob Number:Job Number As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at locations requested. General Contractor:General Contractor Rep. Notified:Rep Notified March 14, 2017 17-6510 SRE Justin 1 Chris Leeper/ Shane Sorensen Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Location: 1.) 2.) 3.) 4.) Orientation (vertical/horizontal): 1.) 3.) 2.) 4.) Hole Diameter (inches): 1.) Length (inches): 1.) 2.) 2.) 3.) 3.) 4.) 4.) Hole Spacing (inches): 1.) 3.) 2.) 4.) Drilling Equipment: Method to Clean Hole: Epoxy Type: Epoxy Expiration: Placement Method: Type (rebar/bolt/anchor): 1.) Size: 1.) Length (inches) 1.) 2.) 2.) 2.) 3.) 3.) 3.) 4.) 4.) 4.) Placement Method: Additional Reinforcing Steel: Field Representative: Comments: Reinforcement Epoxy Documents Used: Drill and Epoxy Drilling Subcontractor: Rep. Notified: pGeneral Contractor: Rep. Notified: p Job Number:Report Date:March 14, 2017 17-6510 SRE Justin Hendrick Rogelio Plans Middle section of wall footings along west and east walls of lower level Vertical 5/8 6 12 Hammer drill Compressed air and wire brush Sika Pro Select Anchoring Adhesive 4/12/17 Epoxy gun Rebar 4 24 Hand set N/A Chris Leeper/ Shane Sorensen Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Comments or Photos: Yes No Discrepancies Reported this Date? No. of Pages Attached: Field Representative: Drill and Epoxy Cover Report Date:Date Job NameJob Number:Job Number As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at locations requested. General Contractor:General Contractor Rep. Notified:Rep Notified March 27, 2017 17-6510 SRE Justin 1 Matt Raczewski / Shane Sorensen Client: www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum 303 Gore Creek Drive, Unit 12 Mr. Justin Marschalk SRE Building Associates PO Box 6376 Vail, CO 81658 Location: 1.) 2.) 3.) 4.) Orientation (vertical/horizontal): 1.) 3.) 2.) 4.) Hole Diameter (inches): 1.) Length (inches): 1.) 2.) 2.) 3.) 3.) 4.) 4.) Hole Spacing (inches): 1.) 3.) 2.) 4.) Drilling Equipment: Method to Clean Hole: Epoxy Type: Epoxy Expiration: Placement Method: Type (rebar/bolt/anchor): 1.) Size: 1.) Length (inches) 1.) 2.) 2.) 2.) 3.) 3.) 3.) 4.) 4.) 4.) Placement Method: Additional Reinforcing Steel: Field Representative: Comments: Reinforcement Epoxy Documents Used: Drill and Epoxy Drilling Subcontractor: Rep. Notified: pGeneral Contractor: Rep. Notified: p Job Number:Report Date:March 27, 2017 17-6510 SRE Justin Hendrick Rogelio Plans Foundation wall along the west wall, 15' to 25' from NW corner Foundation wall along the east wall, 15' to 25' from NE corner Vertical Vertical 3/4 5 1/4 3/4 5 12 12 Hammer drill Compressed air and wire brush Powers AC100+ Gold April/2018 Epoxy gun Rebar 5 24 Rebar 5 24 Hand set NA Matt Raczewski / Shane Sorensen When the Sika Pro Select Anchoring Adhesive epoxy container was inspected an expiration date of 10/29/16 was observed, Rogelio (Hendricks) and Justin (SRE) were immediately notified of the expired epoxy product. Hendricks replaced the expired product with Powers AC100+ Gold epoxy.