HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-11-9 (2)
l ~~;lInformation
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Engineering . Consulting. Testing
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DAILY FIELD REPORT
Date Performed:
Client:
November 9, 2009
Jamie Lockwood
New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
Report Number:
722-90118-30
Project Name:
FMC-DS of Springfield
304 Q Street
Eugene, Oregon
C1- ,?,'ir
Field
Cloudy with Rain Showers
Project Location:
Contractor:
Fabricator:
Type of Inspection:
Epoxy
Building Permit No,:
Shopl Field:
Weather:
Field Observations and Comments
Performed continuous inspection during the installatiOrl6f: 5/8" all thread epoxied anchor bolts in the following locations:
Inspected the installation of 2 each 5/8" x 18" all thread bolts at each of the 3 internal shear walls, Verified holes to be
71," x 7 y,- in size, Epcon C6 Redhead epoxy was used in the installation, Prior to installation the predrilled holes were
cleaned using a nylon brush and compressed air. Verified minimum embedment depth of 7 Y, inches, The above listed
epoxy anchors were installed using Epcon C6 Redhead epoxy with ICC# 4285, Contractor stated the nuts would be
tightened after the epoxy has cured, The epoxy anchors were installed in accordance with manufacturer's directions and
latest revisions dated 05-01-09, Contractor was asked to notify our office when additional services are needed, To the
best of our knowledge, the work inspected above was in accordance with the building department approved design
grawinop, specifications, and aQpliGlIPJe Vfo[~mil.nship provisions of the International Buildino Codes,
Inspedor: Glenn Meek Jr" rccf( 50715~1l-4g
CBB #176269
If you have any questions regarding this report, please feel free to contact us at 541-746-9649,
Respectfully Su
1J1~ts: I
David Smith
Branch Manager
ries, Ine,
cc: New Hope Builders - scott@newhopebuilders,com
New Hope Builders - alton@newhopebuilders,com
City of Springfield
THIS REPORT IS PROVIDED FOR THE INFORMA rlON OF THE CUENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
PARTY. BY ANY MEANS, EXCEPT IN FULL, WfTHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROH/BtTED.
Professional Service Industries. Inc.. 104Q-A Shelley Street. Springfield, OR 97477. Phone 541n46.9649. Fax 541n4~7163
l ns~;lInfonnation
,. · To Build On
. .1" 'I .~.1IIet*Ig
1040 - A Shelley Street ~
Sprlngneld,O'egon 97477
FIELD DENSITY REPORT
SOIL AND SOIL-AGGREGATE
(541)746,9649 - (541)746-7163 f..
cca #176269
Client' Jamie Lockwood
Address; New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
Project No" 722-90118-29
Project: FMC - OS of Springfield ').
Project 304 Q Street C '1-154 r
Location: Eugene, Oregon
Equipment: Troxler: 3430 SN: 61109
Date Performed:
P,Q,No,:
B,P, No,:
Technician:
Anthony Deluca
November 6, 2009
Laboratory Soil / Aggregate Data:
Moisture Density Relationship of 126.8Ibs./cu.tt., at 13.7% moisture, was furnished by client, Delta S & G for 3/4"-0 T~99.
Field Density Tests: Nuclear Method (ASTM 02922) 'ASTM D3017)(Standard Count: MS 688 OS 2865)
12 See site sketch
Tests performed at finished grade of base rock at locations lisled above,
Test results were verbally reported to Sue (DS&G),
Additional Remarks: Test #13: FRG - 8" - 134,4 WD - 126,2 00 - 6,5% M - 99,5% C,
Test No. Approximate Test location
1 See site sketch
2 See site sketch
3 See site sketch
4 See site sketch
5 See site sketch
6 See site sketch
7 See site sketch
8 See site sketch
9 See site sketch
10 See site sketch
11 See site sketch
cc: New Hope Builders - scoll@newhopebuilders,com
City of Springfield
See Attached site map,
Approximate Test
Elev.
FRG
FRG
FRG
FRG
FRG
FRG
FRG
FRG
FRG
FRG
FRG
FRG
Probe Wet Density Dry Density
Depth lBS/CU.FT. lBS/CU.FT.
Percent Percent Required
Moisture Compacllon Compaction
Comments
-'
I
I
I
--I
8" 133,9 125,5 I 6,6
---
8" 139,6 131.5 I 6,1
8" 134,0 125,9 6.4
8" 139,8 128,3 I 9,0
8" 132,1 124,5 6,1
-
8" 139,1 130,1 6,9
8" 139,9 131.6 6,3
8" 140,9 132,6 6,3
8" 139,2 130,5 6,7
8" 138,8 131.6 5,5
8" 132,3 125.4 5,6
8" 142,1 131,2 8,3
98,9 ~~ parkino lot
103,5 I 95'/n parkino lot
Respectfully Submi led
~S:ion~i Industrie, Inc,
~~1"
Branch Manager
99,0 95% oarkinQ lot
103,7 95% parkinQ lot
99,3 95% parkinQ lot
101,2 950/0 oarkinQ lot
98,2 ~% oarkina lot
102,6 ~% parking lot
103,8 ~% oarking lot
104,6 9p,!0 parkinQ lot
102,9 .9_"[!0 oarkinQ lot
~
103,0 ~% oarkinQ lot
NOV 2 5 1009
THIS REPORT IS PROVIDED FOR mE INFORMATION OF THE CUENTONLY. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TOA THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED
WFTHQUT THE\.1IRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.
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