Field report special insp.pdfT_i
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 1, 2019
Ms. Helene Behar (E-Mail)
BEHAR COMPANY
1000 2nd Avenue, Suite 3230
Seattle, WA 98104
RE: COMPRESSIVE STRENGTH TEST RESULTS
Edmonds Village Exterior Renovation
22019 Hwy 99
Edmonds, Washington
Dear Ms. Behar,
KA No. 096-18122
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
yman L. Mercer
Project Manager
Pacific Northwest Division
RLM/lkj
CC: CIIY OF EDMONDS'
WARE MALCOMIi ARCHITECTURE (E-MAIL)
CG ENGINEERING (E-MAIL
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618122 BRK
=- Krazai—i&Associates. Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 4/22/2019
PROJECT #: 09618122
PROJECT: Edmonds Village Exterior Renovation
LOCATION: 22019 Hwy 99
IW P.M.: Ryman Mercer
Field Data
Concrete: 3200 Other:
CONCRETE
REPORT NO.: 09619122CR042219,tA
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017-1452
INSPECTOR: Joseph Aranas
JURISDICTION: City of Edmonds
WEATHER: Shower TEMP: 47 °
Supplier: CALPORTLAND Plant No. 1 260 1 Site Mix.
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight
8:20 1 7426 1 2080828 1 5 1 60 ° 1 47 °
Location:
Placement Area
Slab On Grade grid line @ 1-4/A-B,4-4.2/A-B, Stem wall Footing grid
line @ B.5-B.8/4-4.1 and Footing grid line @ 2/D
Remarks: Place in a pump and boom. Mechanically Consolidated.
Please Refer To Field Repot Number: 09618122DFR4222019JA
Inspector: Joseph Aranas
Reported Batch DATA
Cement Type I/II
Design Actual
Mix No 3200 3200
celn Lbs 517 516
F Ash lbs
C Agg Lbs AGG571850 1851
C Agg I.os
C Agg Lbs
Sand It,, 1450 1451
Wale( 261 261
l dmature
Admixlu'
Admrxlur°
Air Ent
(oz/cm )
Water Added On Job Site
(Gals) 20
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 Other
Laboratory Data Design Strength: 3000 @ 28 days Date Specimens Rec'd: 1 4/23/2019
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
66470-1
4/29/19
7
4.00
12.57
58510
4650
1
BAW
2
ASTM C109
66470-2
5/20/19
28
ASTM C617
66470-3
5/20/19
28
ASTM C1231
66470-4
5/20/19
1 28
ASTM C1019
66470-5
H
OTHER
Test Results
Remarks:
Results Reviewed By.
Date:
Codes for Break Types:
'I
1
j�
2
3
4
5
6
Offices Serving The Western United States
Concrete Report Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The Information provided on Bite report is prepared for the exduelve uas of the oilers, "my nol be reproduced In any formal without the -ixen permlaslon al the diem and Kremn 8 Associates This raporl Indicates our Inspector', obearMbn and feeling results based on else conddNerw
arM cerllwdor edNiliw This Information Is eubtecl to review prior to fowl submittal By dgrgng Ihls repal, our Inepaelor does nd accept rmpme4Wllty for vallddy of resuKa The mme Infomwsbn has been pm/ged by oaww m else