HomeMy WebLinkAboutB16-0490_REV8 Approved Plans _1530026445.pdf06/26/18
06/26/18
Miscellaneous
Upper level patio fix, creek level post correction.Placement Location:
Structure Type:
General Contractor:
Steel Erector/Fabricator:
SRE
AG Welding
Performed by: Barry Bowland
As directed by Steve Stone with SRE.Summary Comments:
Name Company
On-Site Notifications
Steve Stone SRE
Discrepancies
The following discrepancies were added as a result of services performed. It is the contractor's responsibility to resolve reported
discrepancies and schedule retesting. A list of open discrepancies can be provided upon request.
Number Description
Structural Steel (Field) 4 Welds at the Upper level patio fix, and the creek level post correction were
non compliant due to slag not being removed from the welds.
Visual Special Inspections
Other Connection Types: Plate to Beam.
Connection Comments: Visual
Welding at the Upper level patio fix, and creek level post correction was found non compliant due to slag not
being removed from welds. It was noted at the creek level post correction where a partial weld was exposed
that the weld appeared to be undersized. Steve Stone with SRE was advised. Discrepancy #4 was added.
Visual Non-Compliance
Description of Non-Compliance: Discrepancy #4-Welds at the Upper level patio fix, and the creek level post correction were non compliant due
to slag not being removed from the welds. Photograph attached.
Photos
Discrepancy #4-Welds at the Upper level patio fix, and the creek level post
correction were non compliant due to slag not being removed from the
welds.
SRE Building Associates
PO Box 6376
Vail, CO 81658
Justin Marschalk
303 Gore Creek Drive, Unit 12
Client:
May 30, 2018
Work Order Date:
Work Order No.:
Structural Steel
17-6510.StructuralSteel(Field).0009; ver: 1Report Date:
May 29, 2018 Reviewed by: Austin Nicodemus
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced, except in full, without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
Englewood | Commerce City | Loveland | Granby | Gypsum Page 1 of 1
06/26/18
Miscellaneous
Creek side column fix.Placement Location:
Structure Type:
General Contractor:
Steel Erector/Fabricator:
SRE Building Associates
AG Welding
Performed by: Barry Bowland
As directed by Steve Stone with SRE Building Associates.Summary Comments:
Name Company
On-Site Notifications
Steve Stone SRE Building Associates
Visual Special Inspections
Other Connection Types: Plate to Beam
Connection Comments: Visual
Discrepancy #5-Ground reinspected non compliant welds and found them to be in general conformance with
the email from the EOR dated 5/8/2018. This item is now closed.
Visual Non-Compliance
SRE Building Associates
PO Box 6376
Vail, CO 81658
Justin Marschalk
303 Gore Creek Drive, Unit 12
Client:
Jun 21, 2018
Work Order Date:
Work Order No.:
Structural Steel
17-6510.StructuralSteel(Field).0011; ver: 1Report Date:
Jun 19, 2018 Reviewed by: Austin Nicodemus
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced, except in full, without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
Englewood | Commerce City | Loveland | Granby | Gypsum Page 1 of 1
06/26/18
Miscellaneous
Upper level patio fix, Creek level post correction.Placement Location:
Structure Type:
General Contractor:
Steel Erector/Fabricator:
SRE
AG Welding
Performed by: Barry Bowland
As directed by Steve Stone with SRE.Summary Comments:
Name Company
On-Site Notifications
Steve Stone SRE Building Associates
Discrepancies
The following discrepancies were added as a result of services performed. It is the contractor's responsibility to resolve reported
discrepancies and schedule retesting. A list of open discrepancies can be provided upon request.
Number Description
Structural Steel (Field) 5 Creek level post correction welds were found non-compliant due to
undersized welds, excessive undercut, and lack of fusion.
Visual Special Inspections
Other Connection Types: Plate to Beam.
Connection Comments: Visual
Welds for the upper level patio fix were found to be in general conformance with project plans and revised
detail from the EOR dated 5/23/18.
Welds for the creek level post fix were found to be non compliant. Discrepancy #5 was added.
Discrepancy #4-Reinspected and all weld slag had been removed. This item is now closed.
Visual Non-Compliance
Description of Non-Compliance: Discrepancy #5-Creek level post correction welding was found non compliant due to excessive undercut,
porosity, lack of fusion, and undersized welds.
Photos
Discrepancy #5. Discrepancy #5.
SRE Building Associates
PO Box 6376
Vail, CO 81658
Justin Marschalk
303 Gore Creek Drive, Unit 12
Client:
Jun 6, 2018
Work Order Date:
Work Order No.:
Structural Steel
17-6510.StructuralSteel(Field).0010; ver: 1Report Date:
Jun 5, 2018 Reviewed by: Austin Nicodemus
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced, except in full, without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
Englewood | Commerce City | Loveland | Granby | Gypsum Page 1 of 1
06/26/18
Row house #12, Footing, at gridlines J.0-C.0/1.0Placement Location:
Documents Used:
Installation Contractor:
Performed by: Matt Raczewski
Hedrick
General Contractor: SRE
Plans
Epoxy Used: Hilti and Sika HIT-HY 200-A and Pro Select
AnxhorFix-2
Weather / Temperature: Clear / 47 ºF
Drilled Holes
Orientation:
Distance to Edge:
Hole Diameter:
Hole Depth:
0.75
6.0 to 8.5
Hole Spacing: 12”
Horizontal
0
Concrete Thickness: 0
Reinforcement
Reinforcement Type: Rebar Reinforcement Size: #5 Reinforcement Length: 51 in
Epoxy
Epoxy Expiration: 9/2018 and 4/2019
Means and Methods
Drilling Equipment: Hammer drill Method to Clean Hole: Wire brush and compressed air
Epoxy Placement: Epoxy Gun from the bottom of hole
Reinforcement Placement: Hand placed
Weather Protection: N/A
The following individuals were notifed of all results while on-site.
Name Company
Notifications
Steve Stone SRE
Conformance
Reinforcement:
Epoxy:
Hole Depth and Diameter:
Spacing of Drilled Holes:
Drilling and Cleaning:
Not ObservedNot Applicable Does Not Conform Conforms
SRE Building Associates
PO Box 6376
Vail, CO 81658
Justin Marschalk
303 Gore Creek Drive, Unit 12
Client:
Report Date: Work Order No.:
Drill and Epoxy
17-6510.DrillandEpoxy.0016; ver: 1Apr 30, 2018
Work Order Date: Apr 30, 2018 Reviewed by: Chris Hutto
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced, except in full, without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
Englewood | Commerce City | Loveland | Granby | Gypsum Page 1 of 2
06/26/18
Photos
Cleaning with compressed air. Contractor using a hammer drill to get a series of holes to the correct
depth.
Cleaning with wire brush. Placement of reinforcing steel.
SRE Building Associates
PO Box 6376
Vail, CO 81658
Justin Marschalk
303 Gore Creek Drive, Unit 12
Client:
Report Date: Work Order No.:
Drill and Epoxy
17-6510.DrillandEpoxy.0016; ver: 1Apr 30, 2018
Work Order Date: Apr 30, 2018 Reviewed by: Chris Hutto
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced, except in full, without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
Englewood | Commerce City | Loveland | Granby | Gypsum Page 2 of 2
06/26/18
January 18, 2018
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 January 18, 2018, 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
06/26/18
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 1-18-2018
Concrete
Field Observation Reports/ Compressive Strength
06/26/18
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 NameJanuary 4, 2018 17-6510
SRE Justin
4
1
Matt Raczewski
06/26/18
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:
January 11, 2018 17-6510
January 4, 2018
SRE Justin
Hedrick Jesus
Casey Concrete 7.0 3/8 GR 70/30 2
4.0 Clear/40s
Line pump Hand
Column footing extension and stem wall footing
Column pad footing extension at grid lines A.5/3.0
Stem wall footing at grid lines E.0/3.0-3.7
4,000 N/A
4 +- 1 50-90
15
Footing at grid lines E.0/3.1
142 314187 11:18am 12:50pm 4 3/4 3.2 67 140.4 5
314187 4 5007
4.00
12.57
57,160
4,550
1/11/18
7
4.00
12.57
2/1/18
28
4.00
12.57
2/1/18
28
4.00
12.57
2/1/18
28
Matt Raczewski
06/26/18
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 NameJanuary 5, 2018 17-6510
SRE Justin
4
1
Matt Raczewski
06/26/18
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:
January 12, 2018 17-6510
January 5, 2018
SRE Justin
Hedrick Jesus
Casey Concrete 7.0 3/8 GR 70/30 2
2.00 of 2.00 Cloudy/40s
Line pump Hand
Stem wall
Stem wall at grid lines E.0/3.0-3.7
4,000 N/A
4 +- 1 50-90
16
Stem Wall at gridlines E.0/3.1
136 314214 12:51pm 2:17pm 4 1/4 3.4 58 139.4 7
314214 4 5013
4.00
12.57
52,560
4,180
1/12/18
7
3
4.00
12.57
2/2/18
28
4.00
12.57
2/2/18
28
4.00
12.57
2/2/18
28
Matt Raczewski
06/26/18
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 NameJanuary 12, 2018 17-6510
SRE Justin
4
1
Chris Leeper
06/26/18
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:
January 12, 2018 17-6510
January 12, 2018
SRE Justin
Hedrick Jesus
Casey Concrete 7.0 3/8 GR 70/30 2
6 Snow/ 20s
Pump truck Hand
Foundation footing
Foundation footing along GL E.0/2.0-3.0 and E.0/3.7-E.0/4.0-D1.0/4.0
4,000 N/A
4 +/- 1 50-90
17
E.0/3.9
146 314272 12:41 am 2:00 pm 5 3.2 67 145.7 5
314272 4
4.00
12.57
1/19/18
7
4.00
12.57
2/9/18
28
4.00
12.57
2/9/18
28
4.00
12.57
2/9/18
28
Chris Leeper
06/26/18
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 NameJanuary 16, 2018 17-6510
SRE Justin
4
1
Matt Raczewski
06/26/18
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:
January 16, 2018 17-6510
January 16, 2018
SRE Justin
Hedrick Jesus
Casey Concrete 7.0 3/8 GR 70/30 2
4.50 of 4.50 Clear, 30F
Line pump Hand, vibrated
Stem walls
Stem wall at grid lines E.0/2.1-3.0 and at E.0/3.6-4.0 x C.5-E.0/4.0
4,000 N/A
4 +- 1 50-90
18
D.0/4.0
140 314296 11:46am 1:17pm 4 1/2 3.3 60 140.5 3
314296 4
4.00
12.57
1/23/18
7
4.00
12.57
2/13/18
28
4.00
12.57
3/13/18
28
4.00
12.57
3/13/18
28
Matt Raczewski
06/26/18
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 1-18-2018
Reinforcing Steel
Field Observation Reports
06/26/18
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:
January 4, 2018 17-6510
SRE Justin
1
Matt Raczewski / Shane Sorensen
06/26/18
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
January 4, 2018 17-6510
SRE Justin
Hendrick Jesus
Plans
Column pad footing extension and stem wall footing
Column pad footing extension at grid lines A.5/3.0
Stem wall footing at grid lines E.0/3.0-3.7
✔ ✔
✔
✔ ✔
✔ ✔
✔
✔ ✔
✔
✔
06/26/18
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:
January 5, 2018 17-6510
SRE Justin
1
Matt Raczewski / Shane Sorensen
06/26/18
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
January 5, 2018 17-6510
SRE Justin
Hendrick Jesus
Plans
Stem wall
Stem wall at grid lines E.0/3.0-3.7
✔ ✔
✔
✔ ✔
✔ ✔
✔
✔ ✔
✔
✔
06/26/18
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:
January 12, 2018 17-6510
SRE Justin
1
Chris Leeper/ Shane Sorensen
06/26/18
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
January 12, 2018 17-6510
SRE Justin
Hendrick Jesus
Plans
Foundation footing/ stem wall
Lower level along GL E.0/2.0-3.0 and E.0/3.7-E.0/4.0-D1.0/4.0
✔ ✔
✔
✔ ✔
✔ ✔
✔
✔ ✔
✔
✔
06/26/18
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:
January 16, 2018 17-6510
SRE Justin
1
Matt Raczewski / Shane Sorensen
06/26/18
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
January 16, 2018 17-6510
SRE Justin
Hendrick Jesus
Plans
Stem wall
Stem wall at grid lines E.0/2.1-3.0 and at E.0/3.6-4.0 x C.5-E.0/4.0
✔ ✔
✔
✔ ✔
✔ ✔
✔
✔ ✔
✔
✔
06/26/18
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 1-18-2018
Drilled & Epoxied Reinforcing Steel
Field Observation Reports
06/26/18
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
January 3, 2018 17-6510
SRE Justin
1
Matt Raczewski / Shane Sorensen
06/26/18
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: January 3, 2018 17-6510
SRE Justin
Hedrick Jesus
Plans
Dowels into Unit 12 Pad Column Footing on the Basement Level at A.5/3.0 North Face
Dowels into Unit 12 Pad Column Footing on the Basement Level at A.5/3.0 East Face
Dowels into Unit 12 Pad Column Footing on the Basement Level at A.5/3.0 South Face
Horizontal Horizontal
Horizontal
3/4 5
3/4 5
3/4 5
12 horz., 3 vert.12 horz., 3 vert.
14 horz.
Hammer drill
Compressed air and wire brush
HILTI HIT-200A
9/2018
Epoxy gun
Rebar 5 38
Rebar 5 14
Rebar 5 14
Hand set
NA
Matt Raczewski / Shane Sorensen
06/26/18
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
January 4, 2018 17-6510
SRE Justin
1
Matt Raczewski / Shane Sorensen
06/26/18
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: January 4, 2018 17-6510
SRE Justin
Hedrick Jesus
Plans
Basement level stem wall at grid lines E.0/3.0-3.7
Vertical
3/4 4
12
Hammer drill
Compressed air and wire brush
HILTI HIT-200A
9/2018
Epoxy gun
Rebar 5 49
Hand set
NA
Matt Raczewski / Shane Sorensen
06/26/18
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
January 12, 2018 17-6510
SRE Justin
1
Chris Leeper/ Shane Sorensen
06/26/18
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: January 12, 2018 17-6510
SRE Justin
Hedrick Jesus
Plans
Dowels into existing wall along GL E.0/2.0-3.0 and E.0/3.7-E.0/4.0-D1.0/4.0
Dowels into existing wall at GL D1.0/4.0
Vertical
Horizontal
3/4 7
3/4 6
12
12
Hammer drill
Compressed air and wire brush
HILTI HIT-200A
8/2018
Epoxy gun
Rebar 5 48
Rebar 5 30
Hand set
NA
Chris Leeper/ Shane Sorensen
06/26/18
November 9, 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 November 9, 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
06/26/18
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 11-9-2017
Concrete
Field Observation Reports/ Compressive Strength
06/26/18
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 NameOctober 5, 2017 17-6510
SRE Justin
4
1
Matty Baldwin
06/26/18
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:
November 2, 2017 17-6510
October 5, 2017
SRE Justin
Hendrick Jesus
Casey Concrete 7.0 3/8 GR 70/30 2
15 Sunny/65
Line pump Hand
Foundation walls
Unit 12 Foundation walls on N and S side of house
4,000 N/A
N/A 50-90
13
N end of N foundation wall
145 312667 1:50pm 3:45pm 4 2.0 78 142.6 0
312667 4 5712
4.00
12.57
41,130
3,270
10/12/17
7
3
4.00
12.57
65,250
5,190
11/2/17
28
5
4.00
12.57
63,610
5,060
11/2/17
28
5
4.00
12.57
60,710
4,830
11/2/17
28
5
5,030
Matty Baldwin
Pour scheduled for 1:00pm started at 3:40pm.
06/26/18
November 20, 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 November 20, 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
06/26/18
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 11-20-2017
Concrete
Field Observation Reports/ Compressive Strength
06/26/18
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 NameOctober 5, 2017 17-6510
SRE Justin
4
1
Matty Baldwin
06/26/18
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:
November 2, 2017 17-6510
October 5, 2017
SRE Justin
Hendrick Jesus
Casey Concrete 7.0 3/8 GR 70/30 2
15 Sunny/65
Line pump Hand
Foundation walls
Unit 12 Foundation walls on N and S side of house
4,000 N/A
N/A 50-90
14
N end of N foundation wall
145 312667 1:50pm 3:45pm 4 2.0 78 142.6 0
312667 4 5712
4.00
12.57
41,130
3,270
10/12/17
7
3
4.00
12.57
65,250
5,190
11/2/17
28
5
4.00
12.57
63,610
5,060
11/2/17
28
5
4.00
12.57
60,710
4,830
11/2/17
28
5
5,030
Matty Baldwin
Pour scheduled for 1:00pm started at 3:40pm.
06/26/18
October 16, 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 October 16, 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
06/26/18
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 10-16-2017
Concrete
Field Observation Reports/ Compressive Strength
06/26/18
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 NameSeptember 8, 2017 17-6510
SRE Justin
4
1
Alex Schultz/Shane Sorensen
06/26/18
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:
October 6, 2017 17-6510
September 8, 2017
SRE Justin
Hendrick N/A
United 37610449
20+ Overcast/50s
Line pump Hand
Slab on grade
Unit 12 Creek Level and Crawl Space SOG
4,000 N/A
4 max 50-90
13
5' S 5'E of NW corner of Creek
Level SOG 56397 33213271 6:49 am 8:45 am 4 3/4 3.6 70 140.3 15
33213271 4 5640
4.00
12.57
46,140
3,670
9/15/17
7
5
4.00
12.57
72,470
5,770
10/6/17
28
5
4.00
12.57
72,170
5,740
10/6/17
28
5
4.00
12.57
74,830
5,950
10/6/17
28
3
5,820
Alex Schultz/Shane Sorensen
Justin wth SRE accepted placement of concrete with high slump. Placement scheduled for 8:00 began at 8:40.
06/26/18
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 NameOctober 5, 2017 17-6510
SRE Justin
4
1
Matty Baldwin
06/26/18
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:
October 12, 2017 17-6510
October 5, 2017
SRE Justin
Hendrick Jesus
Casey Concrete 7.0 3/8 GR 70/30 2
15 Sunny/65
Line pump Hand
Foundation walls
Unit 12 Foundation walls on N and S side of house
4,000 N/A
N/A 50-90
13
N end of N foundation wall
145 312667 1:50pm 3:45pm 4 2.0 78 142.6 0
312667 4 5712
4.00
12.57
41,130
3,270
10/12/17
7
3
4.00
12.57
11/2/17
28
4.00
12.57
11/2/17
28
4.00
12.57
11/2/17
28
Matty Baldwin
Pour scheduled for 1:00pm started at 3:40pm.
06/26/18
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 10-16-2017
General Comments
Field Observation Reports
06/26/18
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.
Matty Baldwin
17-6510
September 27, 2017
***STRUCTURAL BACKFILL***
We observed compacted native material as structural fill for interior footers. At the time of our visit no dirt crew was on site. Since
the material used contains greater than 30% rock retained on the 3/4" sieve, according to ASTM D698/1557, nuclear
moisture-density testing should not be used for acceptance testing. Upon visual observation, the material appeared moist,
dense, and generally unyielding.
Justin Marschalk with SRE Building Associates was notified of our observations.
06/26/18
September 21, 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 September 21, 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
06/26/18
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 9/21/2017
Concrete
Field Observation Reports/ Compressive Strength
06/26/18
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 NameJuly 10, 2017 17-6510
SRE Justin
4
1
Shane Sorensen
06/26/18
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:
August 7, 2017 17-6510
July 10, 2017
SRE Justin
Hendrick N/A
Casey Concrete 7.0 3/8F 70/30 2"
15 Partly cloudy/80s
Line pump Hand
Foundation footings
Footings for north half of Unit 12
3,000 NA
4 +/- 1 50-90
10
Center of lower east side footing
133 311144 12:30 pm 1:45 pm 3 3/4 2.9 83 141.8 5
311144 4 5362
4.00
12.57
52,740
4,200
7/17/17
7
5
4.00
12.57
75,410
6,000
8/7/17
28
5
4.00
12.57
72,610
5,780
8/7/17
28
5
4.00
12.57
76,710
6,100
8/7/17
28
5
5,960
Shane Sorensen
06/26/18
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 NameJuly 20, 2017 17-6510
SRE Justin
4
1
Matty Baldwin
06/26/18
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:
August 17, 2017 17-6510
July 20, 2017
SRE Justin
Hendrick Jesus
Casey 7.0 3/8 F 70/30 2"
10 Sunny, 70's
Pump truck Vibration
Foundation walls
Unit 12 South foundation walls
4,000 N/A
4" max 50-90
11
E end of N foundation Wall
113 311342 10:00am11:15 am 5 3.9 82 143.9 7
311342 4 5401
4.00
12.57
56,130
4,470
7/27/17
7
5
4.00
12.57
79,350
6,310
8/17/17
28
3
4.00
12.57
77,530
6,170
8/17/17
28
3
4.00
12.57
72,420
5,760
8/17/17
28
5
6,080
Matty Baldwin
Slump accepted by SRE
06/26/18
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 NameAugust 4, 2017 17-6510
SRE Justin
4
1
Matty Baldwin
06/26/18
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:
September 1, 2017 17-6510
August 4, 2017
SRE Justin
Hendrick Jesus
Casey 7.0 3/8 F 70/30 2"
3 Sunny partly Cloudy, 75°
Line pump Hand
Foundation walls
Unit 12 footers and elevator pad
3,000 N/A
N/A 50-90
12
N footer
134 311628 11:59am 1:05 4 3.0 74 144.7 3
311628 4 5447
4.00
12.57
58,450
4,650
8/11/17
7
3
4.00
12.57
77,890
6,200
9/1/17
28
3
4.00
12.57
79,130
6,300
9/1/17
28
5
4.00
12.57
81,510
6,480
9/1/17
28
3
6,330
Matty Baldwin
06/26/18
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 NameSeptember 8, 2017 17-6510
SRE Justin
4
1
Alex Schultz/Shane Sorensen
06/26/18
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:
September 15, 2017 17-6510
September 8, 2017
SRE Justin
Hedrick N/A
United 37610449
20+ Overcast/50s
Line pump Hand
Slab on grade
Unit 12 Creek Level and Crawl Space SOG
4,000 N/A
4 max 50-90
13
5' S 5'E of NW corner of Creek
Level SOG 56397 33213271 6:49 am 8:45 am 4 3/4 3.6 70 140.3 15
33213271 4 5640
4.00
12.57
46,140
3,670
9/15/17
7
5
4.00
12.57
10/6/17
28
4.00
12.57
10/6/17
28
4.00
12.57
10/6/17
28
Alex Schultz/Shane Sorensen
Justin wth SRE accepted placement of concrete with high slump. Placement scheduled for 8:00 began at 8:40.
06/26/18
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 9/21/2017
Structural Steel
Field Observation Report & Discrepancy List
06/26/18
Building - Steel
Foundation level A-C/1-3 and 2nd floor at grids A.2/1-3Placement Location:
Structure Type:
General Contractor:
Steel Erector/Fabricator:
SRE Building
AG Welding
Performed by: Lee Royse
As directed by Justin Marschalk with SRE building:Summary Comments:
The following individuals were notifed of all results while on-site.
Name Company
Notifications
Justin Marschalk SRE Building Associates
Discrepancies
The following discrepancies were added as a result of services performed. It is the contractor's responsibility to resolve reported
discrepancies and schedule retesting. A list of open discrepancies can be provided upon request.
Number Description
Structural Steel (Field) 1 GROUND has not received Welder Qualification Test Records (WQTRs),
Weld Procedure Specifications (WPS) for welds performed and continuity
logs if the WQTRs are over six months old for AWS D1.1 from AG Welding.
Structural Steel (Field) 2 Inspected anchored connections of column base plates to foundation
throughout grids A-C/1-3. At three locations there is lack of projection
through the nut and exposed holes in the column base plates. These
connections were marked with orange paint. The remaining connections
were found in the snug tight condition and in general compliance with the
project plans.
Structural Steel (Field) 3 The Horizontal beam at the second floor between grid A.2/1-3 has high
strength bolts ASTM A325 tacked at the bolt holes. This grade of steel is
not a pre approved base material per AWS D1.1:15 C3 table 3.1.
Visual Special Inspections
Building - Steel, Connection Types: Beam to Column
Connection Comments: Inspected high strength bolted connections of beam to column at the corners at second floor at grids A.2/1 and
A.2/3. These connections were found to be in the snug tight condition with plies in firm contact.
Visual Non-Compliance
Building - Steel, Non-Compliant
Connection Types:
Description of Non-Compliance:
Anchored Connection of Plate
GROUND has not received Welder Qualification Test Records (WQTRs), Weld Procedure Specifications (WPS)
for welds performed and continuity logs if the WQTRs are over six months old for AWS D1.1 from AG Welding.
Inspected anchored connections of column base plates to foundation throughout grids A-C/1-3. At three
locations there is lack of projection through the nut and exposed holes in the column base plates. These
connections were marked with orange paint. The remaining connections were found in the snug tight condition
and in general compliance with the project plans.
The Horizontal beam at the second floor between grid A.2/1-3 has high strength bolts ASTM A325 tacked at the
bolt holes. This grade of steel is not a pre approved base material per AWS D1.1:15 C3 table 3.1.
1) WPS - Welding Procedure Specification : The detailed methods and practices including all joint welding procedures involved in the production of
weldments. All prequalified WPS's shall be written. WPS's should be assigned an identification #.
2) WQTR - Welder Qualification Test Record : Performance qualification test to determine a welder's ability to produce sound welds. This shall be
performed in conformance with a WPS. Identification # of the WPS shall be displayed on the WQTR.
3) Continuity Record : Clause 4.2.3 Period of Effectiveness. A welder's qualification is considered remaining in effect provided; the period of time that
the welder does not engage in the given process does not exceed 6 months, the contract documents state differently, or there is a specific reason to
question a welder's ability to produce sound welds. The welder's employer should maintain records of each welder's use of qualified welding
processes.
4) Common Processes : SMAW - Shielded Metal Arc Welding, commonly referred to as stick welding.
Weld Certification Submittal Information
SRE Building Associates
PO Box 6376
Vail, CO 81658
Justin Marschalk
303 Gore Creek Drive, Unit 12
Client:
Aug 29, 2017
Work Order Date:
Work Order No.:
Structural Steel
17-6510.StructuralSteel(Field).0001; ver:Report Date:
Aug 28, 2017 Reviewed by: Paul Gustafson
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced, except in full, without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
Englewood | Commerce City | Loveland | Granby | Gypsum Page 1 of 2
06/26/18
FCAW - Flux Cored Arc Welding, commonly referred to as wire feed.
GMAW - Gas Metal Arc Welding, commonly referred to as wire feed.
SW - Stud Welding, commonly referred to as headed anchor studs (HAS), threaded anchor studs (TAS), and deformed anchor studs (DAS).
5) Most commonly used welding codes: AWS D1.1 - Structural Welding Code, covers carbon or low alloy steels 1/8-inch or thicker.
AWS D1.3 - Structural Welding Code Sheet Steel, covers structural sheet/strip steels including cold formed members (Metal Studs) equal to or
less than 3/16-inch. Decking usually requires single and double sheet certification.
AWS D1.4 - Structural Welding Code Reinforcing Steel, covers reinforcing steel to reinforcing steel and reinforcing steel to carbon or low alloy
steels, this includes A706 weldable bar.
Photos
Tacked A325 high strength bolts. Lack of projection through nut and exposed slots. Typical at all three
locations.
SRE Building Associates
PO Box 6376
Vail, CO 81658
Justin Marschalk
303 Gore Creek Drive, Unit 12
Client:
Aug 29, 2017
Work Order Date:
Work Order No.:
Structural Steel
17-6510.StructuralSteel(Field).0001; ver:Report Date:
Aug 28, 2017 Reviewed by: Paul Gustafson
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced, except in full, without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
Englewood | Commerce City | Loveland | Granby | Gypsum Page 2 of 2
06/26/18
Building - Steel
Project SitePlacement Location:
Structure Type:
General Contractor:
Steel Erector/Fabricator:
SRE Builders
AG Welding
Performed by: Lee Royse
As directed by Justin Marschalk with SRE Building:
GROUND arrived on site for scheduled inspection and was informed by Justin that he needed to reschedule the inspection
as he is not ready on this date.
Summary Comments:
The following individuals were notifed of all results while on-site.
Name Company
Notifications
Justin Marschalk SRE Building Associates
Visual Special Inspections
Visual Non-Compliance
SRE Building Associates
PO Box 6376
Vail, CO 81658
Justin Marschalk
303 Gore Creek Drive, Unit 12
Client:
Sep 1, 2017
Work Order Date:
Work Order No.:
Structural Steel
17-6510.StructuralSteel(Field).0002; ver:Report Date:
Aug 31, 2017 Reviewed by: Paul Gustafson
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced, except in full, without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
Englewood | Commerce City | Loveland | Granby | Gypsum Page 1 of 1
06/26/18
Building - Steel
Project SitePlacement Location:
Structure Type:
General Contractor:
Steel Erector/Fabricator:
SRE Builders
AG Welding
Performed by: Lee Royse
As directed by Justin Marschalk with SRE Builders:
Reinspected discrepancy numbers 1, 2 and 3 and added tracking to these items.
Received EOR email dated 31 August 2017.
Summary Comments:
The following individuals were notifed of all results while on-site.
Name Company
Notifications
Justin Marschalk SRE Building Associates
Visual Special Inspections
Visual Non-Compliance
SRE Building Associates
PO Box 6376
Vail, CO 81658
Justin Marschalk
303 Gore Creek Drive, Unit 12
Client:
Sep 6, 2017
Work Order Date:
Work Order No.:
Structural Steel
17-6510.StructuralSteel(Field).0003; ver:Report Date:
Sep 5, 2017 Reviewed by: Austin Nicodemus
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced, except in full, without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
Englewood | Commerce City | Loveland | Granby | Gypsum Page 1 of 1
06/26/18
Structural Steel
(Field) 1
GROUND has not received Welder
Qualification Test Records (WQTRs), Weld
Procedure Specifications (WPS) for welds
performed and continuity logs if the WQTRs
are over six months old for AWS D1.1 from
AG Welding.
Lee Royse 8/28/2017
Per conversation with Justin Marschalk with
SRE Builders stated that he is working on
getting these documents and will forward to
GROUND when received.
9/5/2017Lee Royse
Structural Steel
(Field) 2
Inspected anchored connections of column
base plates to foundation throughout grids A-
C/1-3. At three locations there is lack of
projection through the nut and exposed holes
in the column base plates. These connections
were marked with orange paint. The
remaining connections were found in the snug
tight condition and in general compliance with
the project plans.
Lee Royse 8/28/2017
Two HSS columns were found moved and
anchors were found in the snug tight
condition. The remaining column base plate
anchors with lack of projection were found
welded per EOR email dated 31 August 2017
item three. This discrepancy is now closed.
9/5/2017 Lee Royse Per Structural
EOR Email
Structural Steel
(Field) 3
The Horizontal beam at the second floor
between grid A.2/1-3 has high strength bolts
ASTM A325 tacked at the bolt holes. This
grade of steel is not a pre approved base
material per AWS D1.1:15 C3 table 3.1.
Lee Royse 8/28/2017
Justin Marschalk with SRE Builders stated
that he is getting approval from the EOR on
this condition.
9/5/2017Lee Royse
SRE Building Associates
PO Box 6376
Vail, CO 81658
Justin Marschalk
303 Gore Creek Drive, Unit 12
Client:
Date: Project No.
Project Discrepancy Log
17-6510 September 06,
2017
Number Description Reported By Date Resolution Type
www.groundeng.com
Englewood | Commerce City | Loveland | Granby | Gypsum Page 1 of 1
It is the responsibility of the contractor to schedule our office to perform retesting once the necessary corrective action
has been made or provide our office with documentation that resolves the discrepancy.
Resolved Discrepancy follow up commentaryNOT resolved
06/26/18
June 20, 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 June 20, 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
06/26/18
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 6/20/2017
General Comments
Field Observation Reports
06/26/18
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.
Matty Baldwin
17-6510
June 13, 2017
***CANCELLED OR RESCHEDULED VISIT***
Upon arrival we were notified by Justin Marschalk with SRE Building Associates that our services were not needed at the
scheduled time. Future testing will be scheduled with our office.
06/26/18
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 6/20/2017
Concrete
Field Observation Reports/ Compressive Strength
06/26/18
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 NameApril 11, 2017 17-6510
SRE Justin
4
1
Chris Leeper
06/26/18
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:
May 9, 2017 17-6510
April 11, 2017
SRE Justin
Hendrick Rogelio
Casey 7.0 3/8 F 70/30 2"
8 Cloudy, 40's
Pump Vibration
Foundation footings
Foundation footing along west wall, 5' to 15' N of SW corner and north wall footing
3,000 N/A
4 +/-1 50-90
7
35' N, 5' W of SE corner of lower
level 43 309845 12:41 pm 2:10 pm 5 1.8 65 142.7 0
309845 4 5062
4.00
12.57
52,540
4,180
4/18/17
7
5
4.00
12.57
67,100
5,340
5/9/17
28
5
4.00
12.57
69,410
5,520
5/9/17
28
5
4.00
12.57
65,710
5,230
5/9/17
28
5
5,360
Chris Leeper
06/26/18
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 NameApril 19, 2017 17-6510
SRE Justin
4
1
Chris Leeper
06/26/18
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:
May 17, 2017 17-6510
April 19, 2017
SRE Justin
Hendrick Rogelio
Casey 7.0 3/8 F 70/30 2"
10 Cloudy, 40's
Pump Vibration
Foundation walls
Foundation walls along west wall, 5' to 15' N of SW corner and north wall footing
3,000 N/A
4 +/-1 50-90
8
10' S, 5' W of NE corner of lower
level 46 309924 9:44 am 11:15 am 4 1/2 2.2 70 143.1 0
309924 4 5075
4.00
12.57
54,020
4,300
4/26/17
7
5
4.00
12.57
73,810
5,870
5/17/17
28
5
4.00
12.57
72,100
5,740
5/17/17
28
5
4.00
12.57
72,190
5,740
5/17/17
28
5
5,780
Chris Leeper
06/26/18
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 NameMay 3, 2017 17-6510
SRE N/A
4
1
Chris Leeper
06/26/18
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:
May 31, 2017 17-6510
May 3, 2017
SRE N/A
Hendrick Rogelio
Casey 7.0 3/8 F 70/30 2"
6.5 Cloudy, 50's
Pump Vibration
Foundation footing
Unit 11 north foundation footing and east wall footing
3,000 N/A
4 +/-1 50-90
9
3' E of NW corner of Unit 11
146 310080 10:16 am11:30 am 5 1.7 63 144.4 6
310080 4 5103
4.00
12.57
45,810
3,640
5/10/17
7
3
4.00
12.57
68,100
5,420
5/31/17
28
5
4.00
12.57
67,640
5,380
5/31/17
28
5
4.00
12.57
69,100
5,500
5/31/17
28
5
5,430
Chris Leeper
Concrete arrived 30 minutes late.
06/26/18
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 6/20/2017
Soils: Waterline
Field Observation Reports
06/26/18
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:
Outstanding Discrepancies Reported this Date?
Density / Moisture
Nuclear Gauge Number: Standard Counts:
No. of Samples Collected:
Lab Sample Location:
Lab Sample Location:
No. of Pages Attached:
Field Representative:
Soil Cover Report
As scheduled, a representative visited the project site to perform soil moisture and density testing and/or obtain
samples for laboratory testing. The locations and elevations of each test are approximate. The results reported
represent the material at each test location at the time of testing.
No
Date: Job Number:
General Contractor: Rep. Notified:
Date
Yes
June 14, 2017 17-6510
SRE Building Associates Justin Marschalk
63 2041/704
0
N/A
N/A
1
Matty Baldwin
06/26/18
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
to
Standard Proctor
Field Technician: Modified Proctor
Comments:
of Optimum Moisture ContentSpecifications: Min. % Max. Dry Density and from
Nuclear Soil Density and Moisture Content
Test
No.Test Location
Elevation
Field Wet
Density
Field Dry
Density
Field
Moisture
Content
Proctor
Max Dry
Density
Proctor
Optimum
Moisture
Comp-
action
Pass or
Fail Soil Type
(feet) (pcf) (pcf) (%) (pcf) (%) (%)
Equipment Utilized: Equipment Utilized
Area Represented: Area represented
Earthwork Contractor: Earthwork Contractor Rep. Notified: Rep Notified
Date: Date Job Number: Job Name
General Contractor: General Contractor Rep. Notified: Rep Notified
Job NumberReport Type:
June 14, 2017 17-6510
Waterline Backfill
SRE Building Associates Justin Marschalk
Ewing Trucking & Construction Rigo
Excavator, Sheeps foot roller, jumping jack
10' S of front door to waterline tie-in
95 -2 +2
1 4' N of waterline 8' BG 137.1 127.8 7.3 134.4 6.8 95.1 Pass Class 6
2
5' N of waterline
6' BG 136.1 128.3 6.1 134.4 6.8 95.5 Pass Class 6
3 6' N of waterline 4' BG 136.9 129.3 5.9 134.4 6.8 96.2 Pass Class 6
4
5' N of waterline
2' BG 135.7 128.5 5.6 134.4 6.8 95.6 Pass Class 6
Matty Baldwin
06/26/18