HomeMy WebLinkAbout17-6510 - 303 Gore Creek #12 - Matl Test Reports Ending 170620.pdf
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
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
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.
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
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:
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
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:
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
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 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 am 11:30 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.
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
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
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 Number
Report 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