Twin Star Special Insp
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union April 03, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 01
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 12:45 pm, for project overview with contractor and for
inspection of subgrade compaction. Sunny, 52 degrees.
Contractor has completed the excavation and yield-compaction for the four canopy footing pads. The
exposed native soil consists of loamy silt with gravel (SM). The subgrade has been yield-compacted
with the hoe-pak. While the earth appears well consolidated, inspector does note that the soil appears
to be below optimum moisture content for this soil type.
Two in-place field density compaction tests are made at randomly chosen footing locations, and a
sample of the soil is taken for moisture-density testing. Subsequent laboratory results indicate the
field tests fall below the 95% compaction requirement.
Discussion:
as was noted in Bradley-Noble’s geotechnical report for the project, it is difficult to
moisture-condition this soil type. Any water added has to be given adequate time to percolate
evenly throughout the soil prior to compaction efforts, otherwise, the soil liquefies beneath the
compactor. This makes it difficult to work the soils in inclement weather.
Rain over the weekend will have percolated through the soil and should bring the moisture
content close enough to the optimum to attain the 95% compaction requirement. If the rain stops,
the contractor is given the option of trying to mechanically re-compact the subgrade or to over-
excavate 12” and bring in compacted crushed rock or other suitable gravel that is less moisture-
sensitive. Crushed rock is recommended since it will be required later beneath asphalt areas, thus
eliminating additional laboratory proctor expenses later on.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Mark Schwiesow, Fred Lawson II, Gary Carlson, Brian Unsderfer, Jerry
Morrissette
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union April 03, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 01
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 12:45 pm, for project overview with contractor and for
inspection of subgrade compaction. Sunny, 52 degrees.
Contractor has completed the excavation and yield-compaction for the four canopy footing pads. The
exposed native soil consists of loamy silt with gravel (SM). The subgrade has been yield-compacted
with the hoe-pak. While the earth appears well consolidated, inspector does note that the soil appears
to be below optimum moisture content for this soil type.
Two in-place field density compaction tests are made at randomly chosen footing locations, and a
sample of the soil is taken for moisture-density testing. Subsequent laboratory results indicate the
field tests fall below the 95% compaction requirement.
Discussion:
as was noted in Bradley-Noble’s geotechnical report for the project, it is difficult to
moisture-condition this soil type. Any water added has to be given adequate time to percolate
evenly throughout the soil prior to compaction efforts, otherwise, the soil liquefies beneath the
compactor. This makes it difficult to work the soils in inclement weather.
Rain over the weekend will have percolated through the soil and should bring the moisture
content close enough to the optimum to attain the 95% compaction requirement. If the rain stops,
the contractor is given the option of trying to mechanically re-compact the subgrade or to over-
excavate 12” and bring in compacted crushed rock or other suitable gravel that is less moisture-
sensitive. Crushed rock is recommended since it will be required later beneath asphalt areas, thus
eliminating additional laboratory proctor expenses later on.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Mark Schwiesow, Fred Lawson II, Gary Carlson, Brian Unsderfer, Jerry
Morrissette
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union April 07, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 02
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 11:35 am, for inspection of subgrade compaction. Showers,
47 degrees.
Inspector meets with earthwork contractor’s superintendent Donnie on site for re-compaction of the
canopy footing subgrade areas. Rain over the weekend has markedly improved the moisture content of
the subgrade soil. Water has percolated through and there is no standing water in the footing areas. All
four footing pads are re-compacted with the hoe-pak. Previously failing areas are re-tested and now
found in compliance with 95% minimum compaction requirements. See attached for test locations and
results.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Mark Schwiesow, Fred Lawson II, Gary Carlson, Brian Unsderfer, Jerry
Morrissette
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
NORTHWEST TESTING COMPANY, INC.
REPORT OF IN PLACE SOIL DENSITY TESTS
CLIENT: PROJECT:REPORT NO:
Twin Star Credit Union Yelm Branch Addition 02A
DATE:CONTRACTOR:SUB_CONTRACTOR:
April 07, 2008 Schwiesow Construction CSE
PROJECT NUMBER:PERMIT NUMBER:INSPECTOR:
0803.6 BLD 070419 YL Mark Robinson
Soil Description and Moisture / Density Relationship:
Proctor #1: loamy silt with gravel (SM), 106.2 PCF @ 17.4 %
Method of Test:
ASTM D-1557 (C), manual, moist preparation procedure
Field Wet Dry Percent
Test No.Test LocationMoisture Density Density Compaction
Column footing boxes
1 Southeast footing, re-test 16.5 121.9 104.6 98.5
2 Northeast footing, re-test 15.3 118.9 103.1 97.1
Remarks: Job Specifications: 95% compaction required. All tests comply with specifications. See Field Report for further information.
Inspector: Mark Robinson
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE/FAX: (360) 866 3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union July 31, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 08
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 12:20 pm, for inspection of epoxy dowel placement, and
forms and reinforcing placement. Partly sunny, 75 degrees
Contractor drills and epoxies #4 reinforcing dowels into the side of the existing footing and foundation
walls to connect to the addition footing and foundation walls. Three #4 bar are placed in the footings,
two #4 bar mid-way in the wall, and two #4 bar across the top of the wall (total of 7 bars per
footing/wall connection).
Materials:
#4 x 36” dowel bars; Hilti-150 epoxy, expiration date 12/2008.
Procedure:
The holes for the dowels have been drilled with a minimum embed depth of 8”. All holes
are then prepared with each drilled location blown out, brushed and re-blown with 100-psi pressurized
air through a tube extending to the back of the drilled hole until no further dust or debris leaves hole.
Dowels are placed with a bleed-out of epoxy upon completion to ensure full encasement of dowel.
Contractor has scheduled concrete placement for the addition footings early tomorrow morning.
Inspector reviews plan notes on sheet S2.1 and typical wall and column footing details on S4.1. Upon
inspection, inspector notes that the details specify #5 bar throughout the footings and foundation walls,
both horizontal and vertical bars. Contractor has placed #4 bars in all areas except for #5 bar has been
used in the column footing mats. Inspector informs contractor, concrete placement is cancelled.
Field Note:
As noted above, #4 dowel bars have been epoxied into the existing footing and foundation
wall. These bars also should have been #5 bars. Contractor will have to get approval from the engineer
accepting this bar, or alternatively, can add additional #4 bar at these locations.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Eric Stark, Fred Lawson II, Gary Carlson, Brian Unsderfer
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
REPORT OF CONCRETE TEST SPECIMENS
Date Molded:Job No:
May 09, 2008 0803.6
Client: Permit No:
Twin Star Credit Union BLD 070419 YL
Project:
Yelm Branch Addition
Address:
1105 Yelm Avenue, Yelm, Washington
Contractor: Sub-Contractor:
Schwiesow Construction NA
Concrete Supplier:Cast By:
Glacier Sand and Gravel Mark Robinson
o o
Weather:Temp. Concrete:Temp. Air:
partly cloudy 60 44
Location of Concrete Placement:
Drive through, center section (4 bays).
Strength Requirement:Slump:
3000 PSI @ 28 days 4.5”
Cement Type: Sacks:Entrained Air:
Portland I/II 5.5 4.7%
Mix:
470# cement, 85# fly ash, 1865# ¾”, 1235# fine, 19 oz WRA, 3.5 oz WRA
Set Specimen Test @ Register Date Date Total Unit
No. Size Days Number Rec'd Tested Load Load
02 4 x 8 7 1586 05-12 05-16 47500 3580
“ “ 28 1587 ” 06-07 57000 4540
“ ” 28 1588 “ 06-07 54000 4300
” “ hold 1589 “ discard
Remarks:
See Field Report for further details on placement. All tests comply with specifications.
P.O. BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union May 09, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 04
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 5:45 am, for inspection of reinforced concrete placement .
Partly cloudy, 44 degrees.
Contractor places concrete for the drive through center section (four bays total). Inspector reviews
structural notes for concrete mix on sheet S1.0, revised sheet ASK 17, and reinforced drive paving
detail 7/A1.2. All areas approved for concrete.
Concrete is placed by truck chute at 4.5” maximum slump at discharge and is vibrated for
consolidation. One set of compressive strength test specimens is made on the placement of 17
yards and stored in the field cure box away from the work area for later pickup.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Eric Stark, Fred Lawson II, Gary Carlson, Brian Unsderfer
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
REPORT OF CONCRETE TEST SPECIMENS
Date Molded:Job No:
May 15, 2008 0803.6
Client: Permit No:
Twin Star Credit Union BLD 070419 YL
Project:
Yelm Branch Addition
Address:
1105 Yelm Avenue, Yelm, Washington
Contractor: Sub-Contractor:
Schwiesow Construction NA
Concrete Supplier:Cast By:
Glacier Sand and Gravel Mark Robinson
o o
Weather:Temp. Concrete:Temp. Air:
overcast 62 53
Location of Concrete Placement:
Drive through approach slab and end sections. Sampled first 8-yard
load, east approach.
Strength Requirement:Slump:
3000 PSI @ 28 days 4.5”
Cement Type: Sacks:Entrained Air:
Portland I/II 5.5 4.5%
Mix:
470# cement, 85# fly ash, 1865# ¾”, 1235# fine, 19 oz WRA, 3.5 oz AEA
Set Specimen Test @ Register Date Date Total Unit
No. Size Days Number Rec'd Tested Load Load
03 4 x 8 7 1598 05-16 05-22 41000 3260
“ “ 28 1599 ” 06-13 54500 4340
“ ” 28 1600 “ 06-13 55500 4420
” “ hold 1601 “ discard
Remarks:
See Field Report for further details on placement. All tests comply with specifications.
P.O. BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union May 15, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 05
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 6:50 am, for inspection of reinforced concrete placement.
Overcast, 53 degrees.
Contractor places concrete for the drive approach and end sections. Inspector reviews structural notes
for concrete mix on sheet S1.0, revised sheet ASK 17, and reinforced drive paving detail 7/A1.2. All
areas approved for concrete.
Concrete is placed by truck chute at 4.5” maximum slump at discharge. One set of compressive
strength test specimens is made on the placement of 23 yards and stored in the field cure box
away from the work area for later pickup.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Eric Stark, Fred Lawson II, Gary Carlson, Brian Unsderfer
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union November 18, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 16
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 10:40 am, for inspection of high strength bolt tension and
placement. Partly cloudy, 52 degrees.
The contractor has completed the assembly of the two exterior tube steel columns to beam
connections for the entry canopy area. The “turn of the nut” method is used for tensioning of
bolted assemblies. ASTM A-325 ¾” x 2 5/8” bolts with hardened washers have been used.
Fasteners are noted to be free of rust and grime and retaining their original factory lubricated
coating.
All connections are brought into a snug tight condition with an ordinary spud wrench, working
from any spaced areas between the column plate and the beam plate toward firm fit areas. The
nuts (turning element) and back plates are then marked with a black marker. Holding the bolt
head stationary, the nuts are then turned one-third revolution to achieve proper tension. All
fasteners are addressed.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Eric Stark, Fred Lawson II, Gary Carlson, Brian Unsderfer
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union October 28, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 15
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 9:40 am, for inspection of bolt tension of bolts into concrete.
Cloudy, 47 degrees.
Contractor had intended to check the tube steel column to I-beam connections at the exterior of
the vestibule, but does not have the correct wrenches on site.
The tube steel column to concrete connection (exterior wall north of greeter room) is checked for
bolt tension. These connections are not considered high strength connections. Connection
includes ¾” anchor bolts (two are exposed). Brought to snug tight connection and turned
additional one half turn.
Inspector will be re-scheduled for the ASTM 325 bolt connections.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Eric Stark, Fred Lawson II, Gary Carlson, Brian Unsderfer
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union May 28, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 06
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 9:25 am, for inspection of high strength bolt tension and
placement. Cloudy, 57 degrees.
The contractor has completed the assembly of the tube steel columns to beam connections for the
drive-through canopy area. Contractor has used the A325 – ¾” Ø x 2 ¼” high strength bolts with
hardened washer per the project plans. “Turn of the nut” method to be used for tightening of
bolted assemblies. Fasteners are noted to be free of rust and grime and retaining their original
factory lubricated coating.
At this time the connections have already been tensioned with an impact wrench. Inspector
loosens several connections to determine if the bolts have not been over-tensioned. It is found that
the connections loosen after a one-sixth back turn of the nut (one nut flat), so the bolts are not
over-tensioned. All connections are then loosened and the nuts are brought into a snug tight
condition with an ordinary spud wrench, working from any spaced areas between the column
plate and the beam plate toward firm fit areas. The nuts (turning element) and back plates are then
marked with a chalk. Holding the bolt head stationary, the nuts are then turned one-third
revolution to achieve proper tension. All fasteners are addressed.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Eric Stark, Fred Lawson II, Gary Carlson, Kit Chan
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union April 11, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 04
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Dennis Smith
I arrived at Al’s Welding to perform special inspection and testing services scheduled for visual
welding inspection. Testing performed as follows:
I inspected the fillet welds for the following structural members:
BEAMS MARKED:
2 each – 3A; 2 each – 4A.
COLUMNS MARKED:
2 each -2B columns; 2 each -2A columns; 4 each -1A columns.
The welds are visually acceptable as per AWSD1.1-06. The welds are placed in accordance with
the approved shop drawings. Welding performed by a WABO certified welder using Triple 7
E7018 electrode, FCAW process.
NORTHWEST TESTING COMPANY, INC.
Dennis Smith
Dennis Smith
WABO Certified Welding Inspector
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Mike Schwiesow, Fred Lawson II, Gary Carlson, Brian Unsderfer
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union April 11, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 04
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Dennis Smith
I arrived at Al’s Welding to perform special inspection and testing services scheduled for visual
welding inspection. Testing performed as follows:
I inspected the fillet welds for the following structural members:
BEAMS MARKED:
2 each – 3A; 2 each – 4A.
COLUMNS MARKED:
2 each -2B columns; 2 each -2A columns; 4 each -1A columns.
The welds are visually acceptable as per AWSD1.1-06. The welds are placed in accordance with
the approved shop drawings. Welding performed by a WABO certified welder using Triple 7
E7018 electrode, FCAW process.
NORTHWEST TESTING COMPANY, INC.
Dennis Smith
Dennis Smith
WABO Certified Welding Inspector
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Mike Schwiesow, Fred Lawson II, Gary Carlson, Brian Unsderfer
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
REPORT OF CONCRETE TEST SPECIMENS
Date Molded:Job No:
August 05, 2008 0803.6
Client: Permit No:
Twin Star Credit Union BLD 070419 YL
Project:
Yelm Branch Addition
Address:
1105 Yelm Avenue, Yelm, Washington
Contractor: Sub-Contractor:
Schwiesow Construction NA
Concrete Supplier:Cast By:
Glacier Sand and Gravel Mark Robinson
o o
Weather:Temp. Concrete:Temp. Air:
sunny 72 68
Location of Concrete Placement:
New addition exterior footings. Sampled on the first of two loads,
east side.
Strength Requirement:Slump:
3000 PSI @ 28 days 4.0”
Cement Type: Sacks:Entrained Air:
Portland I/II 5.5 NA
Mix:
470# cement, 85# fly ash, 1940# ¾”, 1270# fine, 16 oz WRA
Set Specimen Test @ Register Date Date Total Unit
No. Size Days Number Rec'd Tested Load Load
04 4 x 8 7 1728 08-06 08-12 46000 3660
“ “ 28 1729 ” 09-02 63500 5060
“ ” 28 1730 “ 09-02 61000 4860
” “ hold 1731 “ discard
Remarks:
See Field Report for further details on placement. All tests comply with specifications.
P.O. BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union August 19, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 12
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 8:20 am, for inspection of epoxy dowel placement, Overcast,
57 degrees
Contractor installs #5 reinforcing dowels into the existing floor slab to connect to the addition floor
slab. Bars are placed to comply with detail 7/S4.1 and to match slab reinforcing notes. Also placed are
three dowel bars per thickened footings (six total bars).
Materials:
#5 x 14” dowel bars; Hilti-150 epoxy, expiration date 12/2008.
Procedure:
The holes for the dowels have been drilled with a minimum embed depth of 8”. All holes
are then prepared with each drilled location blown out, brushed and re-blown with 100-psi pressurized
air through a tube extending to the back of the drilled hole until no further dust or debris leaves hole.
Dowels are placed with a bleed-out of epoxy upon completion to ensure full encasement of dowel.
Inspector also notes that the slab preparation complies with slab notes, with #4 bar placed at 16” on
center each way midway into slab, vapor barrier and perimerter insulation in place. Slab placement
tentatively scheduled for Thursday.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Eric Stark, Fred Lawson II, Gary Carlson, Kit Chan
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
REPORT OF CONCRETE TEST SPECIMENS
Date Molded:Job No:
April 11, 2008 0803.6
Client: Permit No:
Twin Star Credit Union BLD 070419 YL
Project:
Yelm Branch Addition
Address:
1105 Yelm Avenue, Yelm, Washington
Contractor: Sub-Contractor:
Schwiesow Construction NA
Concrete Supplier:Cast By:
Glacier Sand and Gravel Mark Robinson
o o
Weather:Temp. Concrete:Temp. Air:
clear 52 33
Location of Concrete Placement:
Canopy footings (4 total).
Strength Requirement:Slump:
3000 PSI @ 28 days 4.0”
Cement Type: Sacks:Entrained Air:
Portland I/II 5.5 NA
Mix:
470# cement, 85# fly ash, 1740# ¾”, 1270# fine, 16 oz WRA
Set Specimen Test @ Register Date Date Total Unit
No. Size Days Number Rec'd Tested Load Load
01 4 x 8 7 1551 04-14 04-18 51000 4060
“ “ 28 1552 ” 05-09 64000 5100
“ ” 28 1553 “ 05-09 65000 5180
” “ hold 1554 “ discard
Remarks:
See Field Report for further details on placement. All tests comply with specifications.
P.O. BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union August 05, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 09
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 7:50 am, for inspection of forms, reinforcing, and concrete
placement. Sunny, 67 degrees
Contractor places concrete for the addition exterior footings. Inspector reviews plan notes on sheet
S2.1 and typical wall and column footing details on S4.1. All areas are approved for placement.
Concrete is placed by pump at 4.5” maximum slump at discharge and is vibrated for
consolidation. One set of compressive strength test specimens is made on the placement of 16
yards and stored in the field away from the work area for later pickup.
Field Note:
As noted in field report #8, July 31, the contractor has drilled and epoxied three #5 dowel
bars (alongside the #4 dowel bars) into the existing footing (each side) to attach to reinforcing in the
new addition footings.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Eric Stark, Fred Lawson II, Gary Carlson, Brian Unsderfer
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union August 8/11, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 10
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
August 08: Inspector Mark Robinson arrives on site, 9:00 am, for inspection of forms and reinforcing
placement. Overcast, 60 degrees
Contractor has scheduled concrete placement for the exterior foundation walls Monday morning.
Inspector reviews plan notes on sheet S2.1 and typical wall and column details on S4.1. All areas are
approved for concrete placement. Inspector also reviews typical anchor bolt and shearwall schedules.
Contractor will wet set holdowns and anchor bolts.
August 11: Inspector Mark Robinson arrives on site, 9:50 am, for inspection of forms, reinforcing, and
concrete placement. Overcast, 66 degrees
Contractor places concrete for the addition’s exterior foundation walls. Concrete is placed by pump at
4.5” maximum slump at discharge and is vibrated for consolidation. One set of compressive strength
test specimens is made on the placement of 13 yards and stored in the field away from the work area
for later pickup.
Field Note:
As noted in field report #8, July 31, the contractor has drilled and epoxied three #5 dowel
bars (alongside the #4 dowel bars) into the existing foundation wall to attach the new addition walls.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Eric Stark, Fred Lawson II, Gary Carlson, Brian Unsderfer
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
REPORT OF CONCRETE TEST SPECIMENS
Date Molded:Job No:
August 21, 2008 0803.6
Client: Permit No:
Twin Star Credit Union BLD 070419 YL
Project:
Yelm Branch Addition
Address:
1105 Yelm Avenue, Yelm, Washington
Contractor: Sub-Contractor:
Schwiesow Construction King
Concrete Supplier:Cast By:
Glacier Sand and Gravel Mark Robinson
o o
Weather:Temp. Concrete:Temp. Air:
overcast 71 57
Location of Concrete Placement:
Floor slab for new addition.
Strength Requirement:Slump:
3000 PSI @ 28 days 4.0”
Cement Type: Sacks:Entrained Air:
Portland I/II 5.5 NA
Mix:
470# cement, 85# fly ash, 1940# ¾”, 1270# fine, 16 oz WRA, 5 oz Daraset (Mix #3125)
Set Specimen Test @ Register Date Date Total Unit
No. Size Days Number Rec'd Tested Load Load
06 4 x 8 7 1753 08-22 08-28 44000 3500
“ “ 28 1754 ” 09-18 59000 4700
“ ” 28 1755 “ 09-18 60500 4820
” “ hold 1756 “ discard
Remarks:
See Field Report for further details on placement. All tests comply with specifications.
P.O. BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union August 21, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 13
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 6:45 am, for inspection of reinforced concrete placement.
Overcast, 57 degrees.
Contractor places concrete for the new floor slab addition. Vapor barrier and perimeter insulation in
place. #4 reinforcing bar at 16” on center each way, supported into center of slab area. All areas
comply with typical floor slab notes an sheet S1.1 and are approved for concrete.
Concrete is placed by pump at 4.5” maximum slump at discharge. One set of compressive
strength test specimens is made on the placement of 45 yards and stored in the field away from
the work area for later pickup.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Eric Stark, Fred Lawson II, Gary Carlson, Kit Chan
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Twin Star Credit Union April 11, 2008
PROJECT:REPORT NO:
Yelm Branch Addition 03
CONTRACTOR: PROJECT NUMBER:
Schwiesow Construction 0803.6
PERMIT NUMBER:INSPECTOR:
BLD 070419 YL Mark Robinson
Inspector Mark Robinson arrives on site, 5:45 am, for inspection of reinforced concrete placement .
Clear, 33 degrees.
Contractor places concrete for the canopy footings (4-total). Inspector reviews structural notes for
concrete mix on sheet S1.0, footing plan notes on sheet S2.1, and canopy footing detail 9/S4.1. All
areas approved for concrete.
Concrete is placed by truck chute at 4.0” maximum slump at discharge and is vibrated for
consolidation. One set of compressive strength test specimens is made on the placement of 6.5
yards and stored in the field cure box away from the work area for later pickup.
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Licensed Professional Geologist
Registered Site Assessor
ACI/ICC Certified Concrete Technician
cc: Jeff Kennedy, Mark Schwiesow, Fred Lawson II, Gary Carlson, Brian Unsderfer
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647