HomeMy WebLinkAboutPermit Field Test & Inspection Report 1996-3-19
BRAUN'M
INTERTEC
Braun Intertec Northwest
2285 Nugget Way
Eugene, Oregon 97403
54 ].746-9649 Fax: 746-7163
Engineers and Scientists Serving
the Built and Natural Environments
March 19, 1996
Project EBXX-96-OO02
Report E- 56534
Mr. Jeff Bellnap
Ordell Construction
360 Shelley Street, Suite A
Springfield, Oregon 97477-5900
Re: Tracer Truck Repair
1626 North 30th Street
. Springfield, Oregon
B.P. No'. 95-1816 / P.O. No. 95-049
High Strength Bolts
March 19, 1996
D. Smith
Ordell Construction
Met on-site with erector and established job torque values on the 3/4" A-325 high strength
. bolts to be used in the structural steel connections. Three bolts of each size and length were
installed and tightened in a Skidmore-Wilhelm tension indicator. Job torque corresponding
to the miriimum required tension value of 28 kips (3/4") were established as follows:
2 1I4" x 3/4" = 310 ft. Ibs.
2" x 3/4" = 360 ft, Ibs,
I 3/4" x 3/4" = 300 ft. Ibs.
I 112" x 3/4" = 300 ft. Ibs.
Advised by MBSI representative that larger diameter bolts will be tightened by the turn-of-
the-nut method. Erector was asked to notify our office when additional services are needed.
Sincerely, .
/?7.~~~,~~ .
Michael L. Meyer, Manager
Euge~eB.ranch :.' '.-'.: ....n...
. ,-. I.
c: - City of Springfield
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BRA U N I N T E R T E C NOR T H W EST
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE, OR 97403
Phone: (503) 746-9649
FAX: 746-7163
CONCRETE COMPRESSION TESTS
TESTED FOR:Ordell Construction Co.
CAST BY:our rep. M. Meyer
PROJECT:Truck Truck Repair
ADDRESS:1626 N. 30th street
Springfield, Oregon
TYPE OF SPECIMEN:6x12 cylinders
3000 psi, 3/4" MAX SIZED AGGREGATE 5.0
ADDITIVES:
SOURCE:Eugene Sand & Gravel Inc.
PRODUCT CODE:Mix 183
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960002
REPORT NO:12-036-5786
P.O. NO:95-049
PERMIT NO:95-1816
DATE MADE:03/07/96
DATE REC'D:03/08/96
SACK MIX
SLUMP: 6"
TICKET NO:
LOAD NO:
LOCATION OF
84371W AIR TEMP: 50 TIME:7:55 am
3 CONC TEMP: 64 WEATHER:Cloudy
POUR:Slab on Grade - line 1 to '4, from
around trench drain.
CU. YARDS:10
% AIR:
A to E. Load 3 placed
Test Weight Load - lbs. Age
Date Mark Pounds per sq. in. Averaqe Tested
03/14/96 28.3 2830 7 day
03/14/96 28.3 2900 2865 7 day
04/04/96 28.3 3790 28 day
04/04/96 28.3 3750 3770 28 day
cyl only
Note: Ordell representative advised of on-site test results.
cc: Ordell Construction-Jeff Bellnap
City of Springfield v'
Eugene Sand & Gravel Inc.
THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.
BRAUN'M
I NTE RTEC
Braun Intertec Northwest
2285 Nugget Way
Eugene, Oregon 97403
541,746,9649 Fax: 746-7163
Engineers and Sdentisfs Serving
fhe Built and Natural Environmenfs
REPORT OF FIELD
CONCRETE INSPECTION
Date: February 28, 1996
Project: EBXX-96"()002
Client: Ordell Construction
360 Shelley Street,Suite A
Springfield, OR 97477-5900
Tracer Truck Repair
. 1626 N; 30th, Street
Springfield, Oregon
Job No. 95"()49
12"()26-5755i
95~1816'
57"
,
Eugene Sand & Gravel
350
3 (6xI2)
12.0
5"
Forms
Overcast
4000 psi required",
4000 psi placed
3/4" max. size agg,
II 6.0 sk mix
REINFORCEMENT:
Tilt-up panels 1, 6, and 18.
Reinforcing steel was piaced and maintained as per approved prints and
secured with tie wire and supported with chairs.
COMMENTS:
Concrete placed directly from truck and consolidated with mechanical
vibrator.
Inspector: D, Smith - ICBO#87332
,; ~.' . \
c,: . .G.!ty of; Springfield
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