HomeMy WebLinkAboutB15-0151_B15-0151 Drill Report_1442331960.pdfClient:
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Vail Marriott - Mezzanine Beam Repair
Mr. Bruce Collins
Restruction Corporation
3870 S Platte Ave
Sedalia, CO 80135
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
August 19, 2015 15-6564
Restruction Corporation Dillon
1
Shane Sorensen
Client:
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Vail Marriott - Mezzanine Beam Repair
Mr. Bruce Collins
Restruction Corporation
3870 S Platte Ave
Sedalia, CO 80135
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:August 19, 2015 15-6564
Restruction Corporation Shane
N/A N/A
Plan Sheet S1
Into footing for wedge anchors in lower column base plate
Vertical
3/4 7
5
Hammer Drill
Shop Vac
N/A
N/A
N/A
Red Head Wedge Anchor 3/4 10
Adjustable wrench
N/A
Shane Sorensen
Client:
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Vail Marriott - Mezzanine Beam Repair
Mr. Bruce Collins
Restruction Corporation
3870 S Platte Ave
Sedalia, CO 80135
Date: Location: Job Number:
Yes No
Outstanding Discrepancies Reported this Date?
No. of Pages Attached:
Field Representative:
Structural Steel Cover Report
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
August 25, 2015 Site 15-6564
As directed by Dylan with Restruction Corporation, GROUND inspected the following:
1) Inspected fillet welded connections of added full height and partial height stiffeners to 2 existing wide flange beams, added HSS
columns welded to the lower and upper existing wide flange beams. These connections are found in compliance with project plans and in
general compliance with AWS D1.1-10 clause 6 table 6.1.
2) Received and reviewed Welder Qualification test Record (WQTR) and found it in accordance with ASME Section IX.
Dylan was present during the inspections.
Bruce and Dylan were copied on todays Report.
0
Josh Bash
15-6564.tubecolumn.150828.1.SS Page 1 of 1
Date:
Test Number:
Protection / Weather:
Product & Manufacturer
(cubic cm)
(grams)
(pcf)
(pcf) min.
1.) 1.)(inches)
2.) 2.)(sq. ft.)
3.) 3.)(lbs)
4.) 4.)
(psf)
(psf)
Average Thickness (inches)
Notification:Installer / General (contractor / name)
Specified Min Thickness (in)
Individual Measurement PASS Average Field Representative:
Notes:
PASS
Monokote MK-6
Fireproofing material completely filled the space between the column and the CMU wall, which we
could not measure. (reported as 1 10/16)
PASS
PASS
09/02/15Date:
Shane Sorensen
Diameter of specimen:
140
16.75
Area of specimen:
Recorded failure force:
New support column first level
Cohesive
17.8
Adhesion 290.7
3 1/4
0.0576
Location:
39.9
15Specified Density
Density of sample
ADHESION DETERMINATION
Location of failure:
1 14/16
1 14/16
1 14/16
Specified Adhesion 200
1 14/16
1 14/16
1 10/16 1 10/16
1 10/16
1 13/16
FIREPROOFING - TUBE COLUMNS
Location:
DENSITY DETERMINATION
Location:
8/27/15
Visual Observations /
Discrepancies:
Area Represented:
1
70s
Project:
Job Number:
Mr. Bruce CollinsAttn:
August 28, 2015
15-6564
Aspen Insulation (N/A) / Restruction (Dillon)
Sedalia, CO 80135
3870 S Platte Ave
Recorded Measurement (inches)
Air Temperature (ºF):Dates Applied:
THICKNESS DETERMINATION
1 14/16
Volume of test sample
Restruction Corportation
Vail Marriott - Mezzanine Beam Repair
Client:
Dry weight of sample
None (interior)
New support column on first level
None
New support column first level New support column first level
1
2
3
42
1
4
3
AT EACH END OF 4 MEASUREMENTS
12-INCH LENGTH
41 Inverness Dr East
Englewood, CO 80112
Tel:(303)289 1989
Fax:(303)289 1686 Offices: Denver, Loveland, Gypsum, Grand Junction, Granby, Casper WY
7393 Dahlia Street
Commerce City, CO 80022
Tel:(303)289 1989
Fax:(303)289 6742
15-6564.tubecolumn.150828.2.SS Page 1 of 1
Date:
Test Number:
Protection / Weather:
Product & Manufacturer
(cubic cm)
(grams)
(pcf)
(pcf) min.
1.) 1.)(inches)
2.) 2.)(sq. ft.)
3.) 3.)(lbs)
4.) 4.)
(psf)
(psf)
Average Thickness (inches)
Notification:Installer / General (contractor / name)
Specified Min Thickness (in)
Individual Measurement PASS Average Field Representative:
Notes:
Volume of test sample
Restruction Corportation
Vail Marriott - Mezzanine Beam Repair
Client:
Aspen Insulation (N/A) / Restruction (Dillon)
Sedalia, CO 80135
3870 S Platte Ave
Recorded Measurement (inches)
Air Temperature (ºF):Dates Applied:
THICKNESS DETERMINATION
FIREPROOFING - TUBE COLUMNS
Location:
DENSITY DETERMINATION
Location:
8/27/15
Visual Observations /
Discrepancies:
Area Represented:
2
70s
Project:
Job Number:
Mr. Bruce CollinsAttn:
August 28, 2015
15-6564
1 12/16
1 13/16
1 11/16
1 11/16 1 11/16
1 11/16
Dry weight of sample
Location of failure:
1 12/16
1 12/16
1 15/16
45.4
15Specified Density
Density of sample
ADHESION DETERMINATION
1 12/16
None (interior)
New support column on second level
None
Specified Adhesion 200
New support column second level New support column second level
New support column second level
Cohesive
19.5
Adhesion 273.4
3 1/4
0.0576
Location:
PASS
Monokote MK-6
Fireproofing material completely filled the space between the column and the CMU wall, which we
could not measure. (reported as 1 11/16)
PASS
PASS
09/02/15Date:
Shane Sorensen
Diameter of specimen:
145
15.75
Area of specimen:
Recorded failure force:
1
2
3
42
1
4
3
AT EACH END OF 4 MEASUREMENTS
12-INCH LENGTH
41 Inverness Dr East
Englewood, CO 80112
Tel:(303)289 1989
Fax:(303)289 1686 Offices: Denver, Loveland, Gypsum, Grand Junction, Granby, Casper WY
7393 Dahlia Street
Commerce City, CO 80022
Tel:(303)289 1989
Fax:(303)289 6742
15-6564.FPbeam.150828.1.SS Page 1 of 1
Date:
Test Number:
Protection / Weather:
Product & Manufacturer
FAIL
(cubic cm)
(grams)
(pcf)
(pcf) min.
1.) 1.)
2.) 2.)
3.) 3.)
4.) 4.)
5.) 5.)(inches)
6.) 6.)(sq. ft.)
7.) 7.)(lbs)
8.) 8.)
9.) 9.)
(psf)
(psf)
Average Thickness (inches)
Average Thickness (inches)Notification:Installer / General (contractor / name)
Specified Min Thickness (in)
Specified Min Thickness (in)
Individual Measurement FAIL Average Field Representative:
Notes:
First level beam
Location:
Diameter of specimen:
FAIL
Monokote MK-6
Dillon with Restruction Corportation was notified of failing thickness tests and schedule Aspen
Insulation to reapply fireproofing to the area.
excluding flange
tips
Date:
Shane Sorensen
1 6/16
flange tips only 1 6/16
1 6/16
1flange tips only
1 4/16
Specified Density
Recorded failure force:
Location of failure:
Area of specimen:
ADHESION DETERMINATION
Adhesion
Not tested at this time
Specified Adhesion
1 5/16
1 7/16
1 10/16
1 6/16
1 4/16
1 7/16
1 4/16
1 6/16
70s
1 9/16
10/16
1
12/16
1 1/16
1
1 8/16
Recorded Measurement (inches)
THICKNESS DETERMINATION
Volume of test sample
1 10/16
1 10/16
Density of sample
None (interior)
First level beam
None
Project:
Job Number:
Mr. Bruce CollinsAttn:
August 28, 2015
15-6564
Restruction Corporation
Vail Marriott - Mezzanine Beam Repair
FIREPROOFING - BEAMS
Dry weight of sample
Not Tested
Client:
Aspen Insulation (N/A) / Restruction (Dillon)
Sedalia, CO 80135
3870 S Platte Ave
1 4/16
Dates Applied:
Location:
DENSITY DETERMINATION
Location:
8/27/15
Visual Observations /
Discrepancies:
Area Represented:
Air Temperature (ºF):
9 MEASUREMENTS
12-INCH LENGTHAT EACH END OF
5
46
73
28
91
41 Inverness Dr East
Englewood, CO 80112
Tel:(303)289 1989
Fax:(303)289 1686 Offices: Denver, Loveland, Gypsum, Grand Junction, Granby, Casper WY
7393 Dahlia Street
Commerce City, CO 80022
Tel:(303)289 1989
Fax:(303)289 6742
15-6564.FPbeam.150828.2.SS Page 1 of 1
Date:
Test Number:
Protection / Weather:
Product & Manufacturer
PASS (cubic cm)
(grams)
(pcf)
(pcf) min.
1.) 1.)
2.) 2.)
3.) 3.)
4.) 4.)
5.) 5.)(inches)
6.) 6.)(sq. ft.)
7.) 7.)(lbs)
8.) 8.)
9.) 9.)
(psf)
(psf)
Average Thickness (inches)
Average Thickness (inches)Notification:Installer / General (contractor / name)
Specified Min Thickness (in)
Specified Min Thickness (in)
Individual Measurement PASS Average Field Representative:
Notes:
Aspen Insulation (N/A) / Restruction (Dillon)
Sedalia, CO 80135
3870 S Platte Ave
15/16
Dates Applied:
Location:
DENSITY DETERMINATION
Location:
8/27/15
Visual Observations /
Discrepancies:
Area Represented:
Air Temperature (ºF):
Project:
Job Number:
Mr. Bruce CollinsAttn:
August 28, 2015
15-6564
Restruction Corporation
Vail Marriott - Mezzanine Beam Repair
FIREPROOFING - BEAMS
Client:
70s
1 3/16
1 2/16
1 3/16
1 1/16
1 2/16
2
1
Recorded Measurement (inches)
THICKNESS DETERMINATION
Volume of test sample
1 2/16
1 3/16
Density of sample 18.1
None (interior)
Second level beam
None
Dry weight of sample 39.5
136
Specified Adhesion
1 3/16
1 1/16
1 3/16
1 2/16
1 1/16
1 1/16
15/16
1 2/16
Specified Density
Recorded failure force: 17.5
Location of failure: Cohesive
Second Level Beam
Area of specimen:
ADHESION DETERMINATION
Adhesion 303.8
3.25
0.0576
200
Second level beam Second Level beam
Location:
Diameter of specimen:
PASS
Monokote MK-6
PASS
PASS
excluding flange
tips
09/02/15Date:
Shane Sorensen
15/16
flange tips only 15/16
1 2/16
1 1/16flange tips only
1
15
9 MEASUREMENTS
12-INCH LENGTHAT EACH END OF
5
46
73
28
91
41 Inverness Dr East
Englewood, CO 80112
Tel:(303)289 1989
Fax:(303)289 1686 Offices: Denver, Loveland, Gypsum, Grand Junction, Granby, Casper WY
7393 Dahlia Street
Commerce City, CO 80022
Tel:(303)289 1989
Fax:(303)289 6742
15-6564.FPbeam.150902.1.SS Page 1 of 1
Date:
Test Number:
Protection / Weather:
Product & Manufacturer
PASS
(cubic cm)
(grams)
(pcf)
(pcf) min.
1.) 1.)
2.) 2.)
3.) 3.)
4.) 4.)
5.) 5.)(inches)
6.) 6.)(sq. ft.)
7.) 7.)(lbs)
8.) 8.)
9.) 9.)
(psf)
(psf)
Average Thickness (inches)
Average Thickness (inches)Notification:Installer / General (contractor / name)
Specified Min Thickness (in)
Specified Min Thickness (in)
Individual Measurement PASS Average Field Representative:
Notes:
200
First level beam Fist Level beam
Location:
Diameter of specimen:
PASS
Monokote MK-6
First floor beam was retested after additional fireproofing material was applied.
PASS
PASS
excluding flange
tips
09/02/15Date:
Shane Sorensen
1 6/16
flange tips only 1 6/16
1 9/16
1 7/16flange tips only
1 10/16
15Specified Density
Recorded failure force: 18.25
Location of failure: Cohesive
First Level Beam
Area of specimen:
ADHESION DETERMINATION
Adhesion 316.8
3.25
0.0576
Specified Adhesion
1 10/16
1 8/16
1 9/16
1 7/16
1 7/16
1 7/16
1 7/16
1 10/16
70s
1 10/16
1 7/16
1 10/16
1 7/16
1 8/16
1.1 (Retest)
1 8/16
Recorded Measurement (inches)
THICKNESS DETERMINATION
Volume of test sample
1 7/16
1 9/16
Density of sample 18.3
None (interior)
First level beam
None
Project:
Job Number:
Mr. Bruce CollinsAttn:
September 2, 2015
15-6564
Restruction Corporation
Vail Marriott - Mezzanine Beam Repair
FIREPROOFING - BEAMS
Dry weight of sample 42.3
144
Client:
Aspen Insulation (N/A) / Restruction (Dillon)
Sedalia, CO 80135
3870 S Platte Ave
1 10/16
Dates Applied:
Location:
DENSITY DETERMINATION
Location:
8/27/15, 9/1/15
Visual Observations /
Discrepancies:
Area Represented:
Air Temperature (ºF):
9 MEASUREMENTS
12-INCH LENGTHAT EACH END OF
5
46
73
28
91
41 Inverness Dr East
Englewood, CO 80112
Tel:(303)289 1989
Fax:(303)289 1686 Offices: Denver, Loveland, Gypsum, Grand Junction, Granby, Casper WY
7393 Dahlia Street
Commerce City, CO 80022
Tel:(303)289 1989
Fax:(303)289 6742