Breakwater Condominiums - BRK 01-04-24GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 3, 2024
Mr. Harley Lever (E-Mail)
BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION
300 "' Avenue N.
Edmonds, WA 98020
RE: COMPRESSIVE STRENGTH TEST RESULTS
Breakwater Condominiums
300 2nd Avenue N.
Edmonds, Washington
Dear Mr. Lever,
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.
.feffrey S. Mercer✓U w
Operations Manager
Pacific Northwest Division
JSM/lkj
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
With Offices Serving the Western United States
09623144 BRK
KraZM& Ass oci ate 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.: 09623144CR122723-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 Companyl Plant No. Site Mix:
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight
8:30 1 x x x 5 1 68 ° 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
Reported Batch DATA
Cement Type
Desiqn Actual
Mix No.
Cem. Lbs.
F. Ash lbs.
C. Agg. Lbs
C. Agg. Lbs
C. Agg. Lbs
Sand lbs
Admixture
Admixture
Ai'
Ent.
( OZ / cwt. )
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143
C138
C1064
C231
C31
Other
Laboratory Data Design Strength: 1 3000 28 da s Date Specimens Rec'd: 1 12/28/2023
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39 ✓
85231-1
1/3/24
7
4.00
12.57
--
53190
4230
1
TK
2
ASTM C109
85231-2
1/24/24
28
4.00
12.57
1
ASTM C617
85231-3
1 /24/24
28
4.00
12.57
1
ASTM C 1231
✓
85231-4
1 /24/24
28
4.00
12.57
1
ASTM C 1019
85231-5
H
4.00
12.57
1
OTHER
Remarks:
Reviewed
Test Results
Non -Conforming
a j
Codes for Break Types: }
(
2 3 4 � 5 f ...fi..:
Offices Serving The Western United States
Concrete Report Effective 11/8/2023
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Tha inhrmetien providatl an This reppd 6 Pre tared for tM esctusive use of the Gienl, entl mry mt ba repotlucetl in any format wdhput the wrMen permission of the client and Krezen 8 Associates. This repo° tndintes our insptttor's observation and testing results based on she
oontlblona entl wntractw activities_ This information is subject b review gipr In goal wbmidal. By signing this report, our inspector does oar accept raspwrsibility br valid'Ry of results. Tha same iMormatlon M1as Seen provitletl by MM1ers m sBe.