Breakwater Condominiums - BRK 01-25-24GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 24, 2024
Mr. Harley Lever (E-Mail)
BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION
300 2" d Avenue N.
Edmonds, WA 98020
RE: COMPRESSIVE STRENGTH TEST RESULTS
Breakwater Condominiums
300 2nd Avenue N.
Edmonds, Washington
Dear Mr. Lever, T
KA No. 096-23144
Permit No. BLD2023-0039
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.
Jeffrey S. Mercer
Operations Manager
Pacific Northwest Division
JSM/Ikj
C.C. MORRISON HERSHFIELD (EMAIL)
PACIFIC BUILDING ENVELOPE, INC. (EMAIL)
CITY OF EDMONDS
4303 198`h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
Will: Offices Serving the Western United States
0962,144 BRK
---_K1a ;M I&Ass ociate s,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
DATE:
12/27/2023
PROJECT #:
09623144
PROJECT:
Breakwater Condos
LOCATION:
300 2nd Ave N
KA P.M.:
Jeff Mercer
CONCRETE
REPORT NO.: n903144CR122723-RC
CONTRACTOR: Pacific Buidling Enevelope
PERMIT #: BLD 2023-0039
INSPECTOR: Raven Cornelio
JURISDICTION: City of Edmonds
WEATHER: Cloudy TEMP: 38 °
Field Data
Concrete: x Other:--�
Supplier: Quick Concrete COmpan Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
8:30 1 x x x 1 5 1 68 ° 1 39 °
Placement Area
Location: Slab on metal Deck Gridlines G/H 7 to 12.5
Remarks: Concrete mixed on -site. Samples left in cure box for initial curing
Please Refer To Field Repot Number:
Inspector: Raven Cornelio
Laboratory Data Design Strength: 3000 @ 28 days
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
85231-1
1/3/24
7
4.00
12.57
--
53190
4230
85231-2
1 /24124
28
4.00
12.57
--
74170
5900
85231-3
1/24/24
28
4.00
12.57
--
75080
5970
85231-4
1/24/24
28
4.00 1
12.57
1--
74030
5890
85231-5
1 /24124
28
4.00 1
12.57
1--
75430
1 6000
Reported Batch DATA
Cement Type
Desicin Actual
Mix No,
Cem. Lbs.
F. Ash lbs.
C. Agg. Lbs
C. Agg. Lbs
C. Agg. Lbs
Sand tbs
Admixture
Air Ent.
(oz / cwt. )
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143
C138
C1064
C231
C31
Other
Date Specimens Rec'd: 1 12/28/2023
Set
#
Tested
By
Birk
Typ
Test Metho
ASTM C39
ASTM C109
ASTM C617
ASTM C1231
ASTM C1019
OTHER
1
TK
2
1
TK
2
1
TK
2
1
TK
2
1
1
TK
2
Test Results
Remarks: Conforming
Results Reviewed By: Date: — 'zY
; 3
Codes for Break Types: �
/x `I
w €
1 2 3 4 5 6
Offices Serving The Western United States
Concrete Report Effective 11/8/2023
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The ldarmafion provitletl on this report is preparedtor the ezcluslva use of the crrenl, and may nd ha rep-u—in airy fomnl with.. the wrlllen permlulon d the d- antl K2 8Assxufes. This relord lMkatas our lnspedorsob—ion and tasting resells Eased on silo
conditions end conhactor activities. This idgon m suhject to review prior f° final suhmidal. By signing this rep°., our inspecdw does nd accept respa Wlty for validity d resutls The same inbrmafian has been provided by others on alle.