HomeMy WebLinkAboutPermit Field Test & Inspection Report 1999-9-16
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OAGRA
September 16, 1999
9-61 M-1 0300-J
AGRA Earth &
Environmental, Inc
7477 SW Tech Center Dnve
Portland Oregon
USA 97223 8025
Tel (503) 639-3400
Fax (503) 620-7892
ENGINE'RING GLOBAL SOLUTIONS
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450 - 110th Ave N E Room 209
Bellevue, WA 98004 :
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FINAL INSPECTION REPORT
CELL TOWER EUG-173
333 N 58TH STREET ,I
SPRINGFIELD, ORE~ON
PERMIT NO 99-0441
Mr Jack Dittmer
US West Wireless
Dear Mr Dittmer
This IS to certify that In accordance with Section 1701 of the State BUilding Code, AGRA Earth &
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EnVironmental, Inc (AGRA) performed the following special Inspections for the above referenced
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p~ect I
· Concrete Properties
All indicated inspections were performed and reported throughout the course of the project
Based on our inspections and laboratory results, to the best of our knowledge, the structural
aspects of the observed work have been constructed In substantial conformance with the
approved deSign draWings, specifications, shop draWings, approved changes and applicable
workmanship provIsions of the: State BUilding Code and Standards
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Sincerely,
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AGRA Earth and EnVironmental, Inc
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Rolando Ramos
Technical Director
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Attachment Completed Dlstl)butlon List
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K.11 000011 030011 0300ICellTower173 wpd
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COMPLETED DISTRIBUTION LIST
US West Wireless Cell Site EUG-173
9-61 M-1 0300-J
PrOject Address
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333 N 58th Street
Springfield, Oregon
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City of Springfield
225 Fifth Street
Springfield, OR 97477
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~ablb JlrJI AzourI
Rohn Industries
6718 W Plank Rd
~eorla, IL 61604
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ChriS Allhands
Cord Communications
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25977 SW Canyon Creek Rd
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SUite E
V,vllsonvtlle, OR 97070
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BUilding OffiCial
Architect
Contractor
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ENGINEERING GLOBAL SOLUTIONS
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OAGRA
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Report of Compression T~st Results
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Client
U S West Wireless, L L C
450 110lh Avenue NE
Room 209
Bellevue, WA 98004
Report Date
Project #
Project Name
AGRA Earth &
Environmental, Inc
7477 SW Tech Center Drive
Portland Oregon
USA 97223-8025
Tel (503) 639-3400
Fax (503) 620 7892
September 16, 1999
9-61 M-l03oo-J
Cell Site EUG 173
ENGINEERING GLOBAL SOLUTIONS
Aftn Mr Jack Dittmer
Specimen Type
CONCRETE
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ASTM-C39
PrOject Mgr Krey Younger
Architect
Engmeer
PO Number
Placement
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Cell Tower Foundation - EUG 173
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Required 3000 pSI @ 28
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Contractor OMI
Mix and Field Data
Cast Date 7/9/1999
Strength (rc)
Days
Inspector Phil Lundberg
MIX 10 50
Supplier
Load #
Truck #
Ticket #
Plant #
Batch Size
Water
Admixture
Morse Brcs
Actual
Slump (Inches) ASTM C-143 400
Air Content (%) ASTM C-231
Unit Weight (pct) ASTM C-138
Concrete Temp (OF) 72
1
2173
518448
75 Yds
4Gal
Batch Time
Sample Time
Finish Time
600
700
710
r
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Ambient Temp (OF) 54
Weather Clear, mild
Time
Test Result
I Actual
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Spec ,Age Nominal CompressIVe Strength Brk Type! % of
10# 10 Date Rec d Test Date (days) Specimen Size (sqln) (lbs) (psI) Cure Req d
5341 A 7/10/1999 7/12/1999 r 3 6x12 2847 92,980 3,270, 109%
B 7/10/1999 7/16/1999 r 7 6x12 2847 108,810 3,820 127%
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C 7/10/1999 8/6/1999 I 28 6x12 2847 136,600 4,800 160%
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0 7/1 0/1999 8/6/1999 I 28 6x12 2847 134,440 4,720 157%
E 7/10/1999 9/3/1999 56 6x12 2847 144,415 5,070 ' 169%
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Break Types -- (Cn) Cone, (CSp) Cone _Split, (~Sh) Cone Shear, (Sh) Shear, (Co) Columnar
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