Community Center Krazan IIIKJ,p.zm&As so i ates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 4115/2015
PROJECT M 06615047
PROJECT: Yelm Community Center
LOCATION: 310 SE 2nd Street
KA P.M.: Bill Throne
FIELD
REPORT NO.: 15047DFRO41515-MM
CONTRACTOR: Stetz
PERMIT #: 20140170
INSPECTOR: Martin Mundy
JURISDICTION: Yelm
WEATHER: Sunny TEMP: 55'
On site for reinforced concrete inspection.
Contractor placed #5 and #7 epoxy -grouted dowels along 1 Line. The holes were drilled to the
required depth of six inches and brushed and blown clean. Simpson SET -XP epoxy (expiration
date 9/21/16) was used. The epoxy procedure provided adequate coverage of the dowels.
Contractor placed the concrete for the slab -on -grade from A -B/1-2, The reinforcing steel
(size, grade, lap, spacing, clearance) was in place in conformance with the plans. The concrete
was placed by chute and mechanically consolidated. A total of 5.5 cubic yards of concrete
was placed. See report 15047CRO41515-MM for field and compressive strength test results
Reviewed By: UV- ASTM Test #: Equipment/Asset Number s)
To the best of my knowledge, the above WAS performed in accordance with the approved plana, spec fications and regulatory requirements.
S uperintendent/Representative:
Technician:
A
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
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Date: 4/15/2015
Project #: 066-15047
Project: Yelm Community Center
Location: 301 2nd Street SE
Krazan PM Bill Throne
Field Data
Concrete:
Supplier. Mlles
Concrete Report
Y1'ft/_
Qt,,
.rs in the !1-6,
"cr'l ,.s
Number,
,.. f:• ,;;.,,3, t•, Number: 15047CR041515MM
Contractor: Stetz Construction
Permit #: 20140170
Inspector: Marty Mundy
Jurisdictlon: City of Yelm
Weather: Sunny Temp: 55
Other
Plant No. 2068 Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp F Temp F Weight
12:55 M077 1 213369 1 - 1 5 1 64 1 55 1 -
Placement Area
Location SLAB ON GRADE AT GRIDLINES 1 -2/A -B
Remarks
Please Refer To Field Repot Ntrnber : 15047DFR041515MM
Inspector : M.MUNDY
Reported Batch DATA
Cement Type I/II
Design a Actual 11
PAX No. 1250OF 1250OF
Com. Lbs. 489 494
F. Asn lbs. 122 121
C. A99. Lbs 1530 1509
a Agg. Lba 350 362
C. A99. Lba -
sand lbs 1370 1378
water 213 213
Admixture - -
Admixture -
Admixture
Alr Ent
( Oz/ cyrt )
Water Added On Job Site
(Gals.) 10
Field Test
ASTM Method
C143 X C138
C1064 X C173
C31 X OTHER
Laboratory Data Design Strength 1 3000 At 28 Days Date Specimens Recd 4/16/2015
Cyl.
Code
Test Field
Date Cure
A e Dim.
Wt.
Area #
Max Comp.
Load Stren th
Set Tested Brk
# By Typ
Test Method
ASTM C39 X
1422-1
4/22/15 -
7 4.00 12.57 -
48280 3840
1 JS 3
ASTM C109
1422-2
5113/15 -
28
-
1
ASTM C617
1422-3
5/13/15 -
28
-
1
ASTM C1231 X
1422-4
5/13/15 -
j 28
-
1
ASTM C1019
1422-5
-
I H
-
1
AASHTO-T22 17
Test Results
Remarks:
conforming
Results Reviewed By:
Date:
Non cnmformimg
Code For Break
T
1V
Cone
f \
2. Cone
Spilt
3. Cone
Shear
J`/
\
4
Shear
/
6. Columnar
Split
Offices Serving The Western United States Canardo Report Rev. 4 Elf. 10-21-09
The infamnelbn p%vlded an this rapod o prepaired for {hoo=k afae uM of tis elL , and may not be reproduced lnar y formetvAawN 6»wrlban parmtaelon of the dlen and Weren a Assodatas