HomeMy WebLinkAboutB16-0490_17-6510 - 303 Gore Creek #12 - Matl Test Reports Ending 170503_1498669338 (2).pdf
May 3, 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 May 3, 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 5/03/2017
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
April 6, 2017
***OPEN HOLE***
The exposed materials at the base of the excavation for the basement foundation footings, along grid line A.0 from line 4.0 to 15'
W of 4.0 and 5' S of grid line A.0/4.0, were observed. At an elevation of approximately 63.5' and 67.2', 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 jumping jack 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.
Chris Leeper
17-6510
May 2, 2017
***OPEN HOLE***
The exposed materials at the base of the excavation for the basement foundation footings, along Unit 11's north wall and east
wall footing , were observed. At an elevation of approximately 63.5' and 67.2', 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 jumping jack 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.
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 5/03/2017
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:
April 4, 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
63,800
5,080
4/4/17
28
3
4.00
12.57
61,410
4,890
4/4/17
28
3
4.00
12.57
64,000
5,090
4/4/17
28
3
5,020
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:
April 11, 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
83,730
6,660
4/11/17
28
5
4.00
12.57
85,900
6,830
4/11/17
28
5
4.00
12.57
85,400
6,790
4/11/17
28
5
6,760
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:
April 13, 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
71,640
5,700
4/13/17
28
5
4.00
12.57
67,940
5,400
4/13/17
28
5
4.00
12.57
72,000
5,730
4/13/17
28
5
5,610
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:
April 24, 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
57,280
4,560
4/3/17
7
2
4.00
12.57
75,180
5,980
4/24/17
28
5
4.00
12.57
76,020
6,050
4/24/17
28
5
4.00
12.57
74,130
5,900
4/24/17
28
5,980
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:
April 25, 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 5039
4.00
12.57
50,430
4,010
4/4/17
7
5
4.00
12.57
70,380
5,600
4/25/17
28
3
4.00
12.57
71,240
5,670
4/25/17
28
3
4.00
12.57
68,410
5,440
4/25/17
28
5
5,570
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 NameApril 11, 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:
April 18, 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
5/9/17
28
4.00
12.57
5/9/17
28
4.00
12.57
5/9/17
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 NameApril 19, 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:
April 26, 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
5/17/17
28
4.00
12.57
5/17/17
28
4.00
12.57
5/17/17
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 NameMay 3, 2017 17-6510
SRE N/A
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:
May 3, 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 am 11:30 am 5 1.7 63 144.4 6
310080 4
4.00
12.57
5/10/17
7
4.00
12.57
5/31/17
28
4.00
12.57
5/31/17
28
4.00
12.57
5/31/17
28
Chris Leeper
Concrete arrived 30 minutes late.
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 5/03/2017
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
April 11, 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:April 11, 2017 17-6510
SRE Justin
Hendrick Rogelio
Plans
Foundation wall along the west wall, 5' to 15' N of SW corner
Vertical
3/4 6
12
Hammer drill
Compressed air and wire brush
Powers AC100+ Gold
April/2018
Epoxy gun
Rebar 5 24
Hand set
NA
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
May 3, 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:May 3, 2017 17-6510
SRE Justin
Hendrick Rogelio
Plans
Dowels from Unit 11/12 dividing wall into Unit 11 footing
Horizontal
3/4 6
12
Hammer drill
Compressed air and wire brush
Powers AC100+ Gold
8/31/2018
Epoxy gun
Rebar 5 48
Hand set
NA
Chris Leeper / Shane Sorensen