SPECIAL INSPECTION REPORTSnCedar
WA 980 6636511 o
Lynnwood, A ES TES TI G ENGINEERS
425-742-9360
n 1rereaoa;l7 COMPANY
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: M7191337.0005A
Service Date: 03/25/20
Report Date: 03/27/20
Task:
Client Project
City of Edmonds WA City of Edmonds Waterfront Redevelopment
Attn: Henry Schroder 220 Railroad Avenue
Public Works Dept Edmonds, WA
121 Fifth Ave N
Edmonds, WA 98020 Project No. M7191337
Laboratory Reference # 4467
Sample Description: 5/8" crushed gravel
Sample Location: Jobsite stockpile Date Sampled: 3/25/2020 Date Delivered: 3/25/20
Sampled By: K. Pauly Delivered By: K. Pauly
Test Results:
Test Method: ASTM D-1557 Method C / C 127 / D 4718 (if needed)
133.4 pcf @ 6.1 %
See attached analysis sheet
Material sampled in accordance with aooroariate standard. (ASTM D75. AASHTO T2)
Services: Special Inspection/Materials Testing
Tested By: Molly Strain
Report Distribution
(1) City of Edmonds WA, Henry Schroder (1) City of Edmonds WA, Eric Carter /� p� ywgvrt u �b{t ice+
(1) City of Edmonds WA, Milton Thompson (1) Environmental Works, Inc., Nic Morin Reviewed By: 4 //
(1) Mayes Testing Engineers, Inc, Donna Pollard (1) Mayes Testing Engineers, Inc, Todd Wirtz Zenaida Revilla
(1) Reid Middleton, Blaine McRae Laboratory Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full
without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other
apparently similar or identical materials.
CT0002, 10-16-13, Rev.a Page 1 of 1
MAYES TESTING ENGINEERS, INC.
Alferracon COMPANY
20225 Cedar Valley Road, Suite 110 Ph 425-742-9360
Moisture Density Relationship Test
Lynnwood, WA 98036 Fax 425-745-1737
Client: City of Edmonds, WA
Report Date: 3/27/2020
Edmonds, WA
Date Tested: 3/26/2020
Project: City of Edmonds Waterfront Redevelopment
Project Number: M7191337
Test Method: ASTM D-1557 Method C / C 127 / D 4718 (if needed) Lab Number: 4467
Mechanical X
Wet Preparation F-]
Test Results
Dry Preparation Hand Tamper
Optimum Water Content % 1 6.1
Date Received: 3/25/2020
Max Dry Density lbs/ft'l 133.4
Source of Sample:
Sieve Analysis
Description of Sample: 5/8" crushed gravel
Sieve Size Percent Retained
3/4 0%
ero Void line plotted at an assumed SpG of: 2.65
3/8 22%
ax. Density Uncorrected: 133.4
#4 51 %
Water Content, % of dry Weight
Tested By: M. Strain
Information in this report applies only to the actual samples tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc.
M7191337.0005A.1/3/27/2020 MTE Form # 149, Rev 2, 6/02
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0003A
Service Date: 09/09/19
Report Date: 09/18/19 Revision 1 - add strength requirement
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5G55149
Supplier:
Cadman
Batch Time:
0630 Plant: 32
Truck No.:
376 Ticket No.: 674906
Field Test Data
Test Result
Slump (in): 11
Grout Temp. (F): 73
Ambient Temp. (F): 61
Laboratory Test Data
Set
Specimen
Date
Date
No.
ID
Received
Tested
1
a
09/10/19
09/16/19
1
b
09/10/19
10/07/19
1
c
09/10/19
10/07/19
1
d
09/10/19
10/07/19
1
e
09/10/19
Initial Cure: Outside Plastic Lids
Comments:
Specification
Arerra[On c...A.,
Sample Date:
09/09/19 Sample Time: 0930
Sampled By:
Earl Uy
Weather Conditions:
Cloudy
Accumulative Yards:
18 Batch Size: 9
Sample Size:
Sample Location:
Placement Location:
Pile 631
Form Material:
Plastic Mold No. Units: 5
Samples Plumb:
Yes
Temperature Range:
Maximum
Compressive
Age Area Load
Strength Fracture Tested
(days) (sq in) (lbs)
(psi) Type By
7 3.08 17,870
5,800 2 JHK
28
28
28
Hold
Final Cure: Moist Room
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Earl Uy
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
(1) Edmonds Senior Center, Daniel Johnson (1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson (1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard (1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) WG Clark Construction Co, Jim Bray
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CRoo09, 11-16-12, Rev.6 Page 1 of 1
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0003A
Service Date: 09/09/19
Report Date: 10/08/19 Revision 2 - 28-day results
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Arerra[On c...A.,
Specified Strength: 4,000
psi @ 28 days
Sample Date: 09/09/19
Sample Time: 0930
Sampled By: Earl Uy
Mix ID: 5G55149
Weather Conditions: Cloudy
Supplier: Cadman
Accumulative Yards: 18
Batch Size: 9
Batch Time: 0630
Plant:
32
Sample Size: 2x4"
Truck No.: 376
Ticket No.:
674906
Sample Location:
Placement Location: Pile 631
Field Test Data
Form Material: Plastic Mold
No. Units: 5
Test Result
Specification
Samples Plumb: Yes
Slump (in):
11
Temperature Range:
Grout Temp. (F):
73
Ambient Temp. (F):
61
Laboratory Test Data
Maximum Compressive
Set Specimen Date
Date
Age
Area
Load Strength
Fracture
Tested
No. ID Received
Tested
(days)
(sq in)
(lbs) (psi)
Type
By
1 a 09/10/19
09/16/19
7
3.08
17,870 5,800
2
JHK
1 b 09/10/19
10/07/19
28
3.14
24,090 7,670
2
HRB
1 c 09/10/19
10/07/19
28
3.11
23,610 7,590
4
HRB
1 d 09/10/19
10/07/19
28
3.11
24,510 7,880
4
HRB
1 e 09/10/19
10/07/19
28
3.11
23,880 7,680
4
HRB
Average (28 days) 7,700
Initial Cure: Outside Plastic Lids
Final Cure:
Moist Room
Comments: Average compressive strength of 28 day Cylinder complies with the specified strength.
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Earl Uy
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0003A
Service Date: 09/09/19
Report Date: 10/08/19 Revision 2 - 28-day results
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0004
Service Date: 09/10/19
Report Date: 09/16/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: (5) 2x4" cylinders
On site for the following inspections:
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Drizzle, 60°F
1) Reinforcement and grout placement of (54) cubic yards Cadman mix 5G55149 for auger -cast piles #602, 626,
627, 629, 603 and 625 at SW end of site. The piles are 18" diameter x 50' or 60' deep. Verified
reinforcement — (6) #6 verticals with #4 spiral at 4-1/2" pitch (3" pitch at top 12'), per details on 18/S3.2 (wheel
spacers for clearance). The grout was placed via pump hose. Cast (5) 2x4" cylinders for compressive
strength testing (4000 psi at 28 days required). Contractor requested extra cylinder.
2) Reinforcing steel for total of (33) cages for 50' and 60' deep auger -cast piles. Verified reinforcing steel
number, size and spacing, per details on 18/S3.2.
Note: General contractor stated that there are another (55) reinforcing steel cages still to be delivered to site.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
(1) Edmonds Senior Center, Daniel (1) City of Edmonds WA, Leif Bjorback
Johnson
(1) City of Edmonds WA, Milton (1) Environmental Works, Inc., Sally Reviewed By:
Thompson Knodell
4 a e —�
(1) Mayes Testing Engineers, Inc, (1) Mayes Testing Engineers, Inc,
Heath Defoor, PE
Donna Pollard Todd Wirtz
(1) WG Clark Construction Co, Jim
Senior Project Field Manager
Brav
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company.
Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT000t, 10-16-13, Rev.10 Page 1 of 1
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0004A
Service Date: 09/10/19
Report Date: 09/18/19
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5G55149
Supplier:
Cadman
Batch Time:
0644 Plant: 32
Truck No.:
366 Ticket No.: 675316
Field Test Data
Test Result
Slump (in): 9
Grout Temp. (F): 67
Ambient Temp. (F): 60
Laboratory Test Data
Specification
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Sample Size:
Sample Location:
Placement Location:
Form Material:
Samples Plumb:
Temperature Range:
Arerra[On c...A.,
09/10/19 Sample Time:0920
Charles Solway
Drizzle
54 Batch Size: 9
2"x4"
Pile 627
Augercast piles 602, 626, 627, 629, 603,
625
Plastic Mold No. Units:
Yes
Maximum
Compressive
Set
Specimen
Date
Date
Age Area Load
Strength
Fracture Tested
No.
ID
Received
Tested
(days) (sq in) (lbs)
(psi)
Type By
1
1
09/11/19
09/17/19
7 3.11 16,520
5,310
2 KWB
1
2
09/11/19
10/08/19
28
1
3
09/11/19
10/08/19
28
1
4
09/11/19
10/08/19
28
1
5
09/11/19
10/08/19
28
Initial Cure: Cure Box
Final Cure: Moist Room
Min Temp:
64 Max Temp: 64
Comments:
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
(1) Edmonds Senior Center, Daniel Johnson (1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson (1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard (1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) WG Clark Construction Co, Jim Bray
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CRoo09, 11-16-12, Rev.6 Page 1 of 1
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0004A
Service Date: 09/10/19
Report Date: 10/09/19 Revision 1 - 28-day results
Task:
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5G55149
Supplier:
Cadman
Batch Time:
0644
Truck No.:
366
Plant: 32
Ticket No.: 675316
Field Test Data
Test Result
Slump (in): 9
Grout Temp. (F): 67
Ambient Temp. (F): 60
Laboratory Test Data
Specification
Arerra[On c...A.,
Sample Date:
09/10/19 Sample Time:0920
Sampled By:
Charles Solway
Weather Conditions:
Drizzle
Accumulative Yards:
54 Batch Size: 9
Sample Size:
211x4"
Sample Location:
Pile 627
Placement Location:
Augercast piles 602, 626, 627, 629, 603,
625
Form Material:
Plastic Mold No. Units:
Samples Plumb:
Yes
Temperature Range:
Maximum Compressive
Set
Specimen
Date
Date
Age
Area Load
Strength
Fracture
Tested
No.
ID
Received
Tested
(days)
(sq in) (lbs)
(psi)
Type
By
1
1
09/11/19
09/17/19
7
3.11 16,520
5,310
2
KWB
1
2
09/11/19
10/08/19
28
3.11 23,320
7,500
2
HRB
1
3
09/11/19
10/08/19
28
3.11 23,550
7,570
4
HRB
1
4
09/11/19
10/08/19
28
3.14 23,660
7,530
4
HRB
1
5
09/11/19
10/08/19
28
3.11 22,970
7,390
4
HRB
Average (28 days)
7,500
Initial Cure: Cure Box
Final Cure: Moist Room
Min Temp:
64 Max Temp:
64
Comments: Average compressive strength of 28 day Cylinder complies with the specified strength.
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0004A
Service Date: 09/10/19
Report Date: 10/09/19 Revision 1 - 28-day results
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT OBSERVATIONS REPORT
Report Number: M7191427.0005
Service Date: 09/11/19
Report Date: 09/16/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds, WA 98020
Permit No.: BLD2018-1658
Samples: (5) 2x4" cylinders
MAYES TESTING ENGINEERS
nlrerracan cmernxv
20225 Cedar Vallev Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Clear
Pile Inspection and Grout
Inspected the reinforcement and grout placement of (60) cubic yards of Cadman concrete mix 5G55149 for (11)
auger -cast piles #637, 639, 641, 606, 607, 622, 621, 643, 613, 617 and 645. The reinforcement of the piles was
verified in reference to the approved project documents and structural plans found on schedule 18/S3.2. The
grout was placed via hose pump and deposited into each of the auger -cast piles. There were (5) 2x4" grout
cylinders cast for compressive strength testing with a required f'c of 4000 psi at (28) days.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
(1) Edmonds Senior Center, Daniel (1) City of Edmonds WA, Leif Bjorback
Johnson
(1) City of Edmonds WA, Milton (1) Environmental Works, Inc., Sally Reviewed By:
Thompson Knodell
4 a e —�
(1) Mayes Testing Engineers, Inc, (1) Mayes Testing Engineers, Inc,
Heath Defoor, PE
Donna Pollard Todd Wirtz
(1) WG Clark Construction Co, Jim
Senior Project Field Manager
Brav
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company.
Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT000t, 10-16-13, Rev.10 Page 1 of 1
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0005A
Service Date: 09/11/19
Report Date: 09/20/19
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5G55149
Supplier:
Cadman
Batch Time:
0850 Plant: 32
Truck No.:
347 Ticket No.: 676004
Field Test Data
Test
Result Specification
Slump (in):
Grout Temp. (F): 74
Ambient Temp. (F): 58
Laboratory Test Data
Set Specimen Date
No.
ID
Received
1
1
09/16/19
1
2
09/16/19
1
3
09/16/19
1
4
09/16/19
1
5
09/16/19
Initial Cure:
Outside
Comments:
Arerra[On c...A.,
Sample Date:
09/11/19 Sample Time:1020
Sampled By:
Erik Tichenor
Weather Conditions:
Clear
Accumulative Yards:
36 Batch Size: 9
Sample Size:
Sample Location:
Truck chute
Placement Location:
Augercast piles
Form Material:
Plastic Mold No. Units:
Samples Plumb:
Yes
Temperature Range:
62 - 62
Maximum Compressive
Date Age Area Load Strength Fracture Tested
Tested (days) (sq in) (lbs) (psi) Type By
09/18/19 7 3.11 18,770 6,030 4 HRB
10/09/19 28
10/09/19 28
10/09/19 28
Hold
Final Cure: Moist Room
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
(1) Edmonds Senior Center, Daniel Johnson (1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson (1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard (1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) WG Clark Construction Co, Jim Bray
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CRoo09, 11-16-12, Rev.6 Page 1 of 1
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0005A
Service Date: 09/11/19
Report Date: 10/11/19 Revision 1 - 28-day results
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Arerra[On c...A.,
Specified Strength: 4,000
psi @ 28 days
Sample Date:
09/11/19
Sample Time:1020
Sampled By:
Erik Tichenor
Mix ID: 5G55149
Weather Conditions:
Clear
Supplier: Cadman
Accumulative Yards:
36
Batch Size: 9
Batch Time: 0850
Plant:
32
Sample Size:
2x4"
Truck No.: 347
Ticket No.:
676004
Sample Location:
Truck chute
Placement Location:
Augercast piles
Field Test Data
Form Material:
Plastic Mold
No. Units:
Test Result
Specification
Samples Plumb:
Yes
Slump (in):
Temperature Range:
62 - 62
Grout Temp. (F):
74
Ambient Temp. (F):
58
Laboratory Test Data
Maximum Compressive
Set Specimen Date
Date
Age
Area
Load Strength Fracture
Tested
No. ID Received
Tested
(days)
(sq in)
(lbs) (psi)
Type
By
1 1 09/16/19
09/18/19
7
3.11
18,770 6,030
4
HRB
1 2 09/16/19
10/09/19
28
3.11
24,210 7,780
2
KWB
1 3 09/16/19
10/09/19
28
3.11
24,210 7,780
2
KWB
1 4 09/16/19
10/09/19
28
3.11
24,970 8,030
2
KWB
1 5 09/16/19
10/09/19
28
3.11
24,910 8,010
2
KWB
Average (28 days) 7,900
Initial Cure: Outside
Final Cure:
Moist Room
Comments: Average compressive strength of 28 day Cylinder complies with the specified strength. **NP = Not Performed
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0005A
Service Date: 09/11 /19
Report Date: 10/11/19 Revision 1 - 28-day results
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0006
Service Date: 09/12/19
Report Date: 09/16/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: (5) 2x4" cylinders
On site for the following inspections:
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
630F
1) Reinforcement and grout placement of (63) cubic yards Cadman mix 5G55149 for auger -cast piles. The
piles are 18" diameter x 50' or 60' deep. Today's piles installed are #'s 647, 608, 610, 615, 609, 614, 619,
620, 616, 649, 651 and 618 (12 total). Verified reinforcement — (6) #6 verticals with #4 spiral at 4-1/2"
pitch (3" pitch a top 12'), per details on 18/S3.2. For clearance, 3" wheel spacers installed on cage. The
grout was placed via pump hose. Cast (5) 2x4" cylinders for compressive strength testing (4000 psi at 28
days required). Contractor requested extra cylinder.
2) Reinforcement for additional (26) cages delivered to site. Verified reinforcing steel number, size and
spacing, and cage length, per details on 18/S3.2.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
(1) Edmonds Senior Center, Daniel (1) City of Edmonds WA, Leif Bjorback
Johnson
(1) City of Edmonds WA, Milton (1) Environmental Works, Inc., Sally Reviewed By:
Thompson Knodell
4 a e —�
(1) Mayes Testing Engineers, Inc, (1) Mayes Testing Engineers, Inc,
Heath Defoor, PE
Donna Pollard Todd Wirtz
(1) WG Clark Construction Co, Jim
Senior Project Field Manager
Brav
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company.
Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT000t, 10-16-13, Rev.10 Page 1 of 1
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0006A
Service Date: 09/12/19
Report Date: 09/20/19
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 5G55149
Supplier: Cadman
Batch Time: 0748 Plant: 32
Truck No.: 312 Ticket No.: 676577
Field Test Data
Test Result
Slump (in): 11
Grout Temp. (F): 68
Ambient Temp. (F): 63
Laboratory Test Data
Specification
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Sample Size:
Sample Location:
Placement Location:
Form Material:
Samples Plumb:
Temperature Range:
Arerra[On c...A.,
09/12/19 Sample Time:1000
Charles Solway
Lower 60's
63 Batch Size: 9
2x4"
Pile #610
Augercast Pile #'s 647, 608, 610, 615,
609, 614, 619, 620, 616, 649, 651, 618
Plastic Mold No. Units:
Yes
Maximum
Compressive
Set
Specimen
Date
Date
Age Area Load
Strength
Fracture Tested
No.
ID
Received
Tested
(days) (sq in) (lbs)
(psi)
Type By
1
1
09/13/19
09/19/19
7 3.14 14,700
4,680
4 ZAJ
1
2
09/13/19
10/10/19
28
1
3
09/13/19
10/10/19
28
1
4
09/13/19
10/10/19
28
1
5
09/13/19
10/10/19
28
Initial Cure: Cure Box
Final Cure: Moist Room
Min Temp:
60 Max Temp: 60
Comments:
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
(1) Edmonds Senior Center, Daniel Johnson (1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson (1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard (1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) WG Clark Construction Co, Jim Bray
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CRoo09, 11-16-12, Rev.6 Page 1 of 1
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0006A
Service Date: 09/12/19
Report Date: 10/14/19 Revision 1 - 28-day results
Task:
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5G55149
Supplier:
Cadman
Batch Time:
0748
Truck No.:
312
Plant: 32
Ticket No.: 676577
Field Test Data
Test Result
Slump (in): 11
Grout Temp. (F): 68
Ambient Temp. (F): 63
Laboratory Test Data
Specification
Arerra[On c...A.,
Sample Date:
09/12/19 Sample Time:1000
Sampled By:
Charles Solway
Weather Conditions:
Lower 60's
Accumulative Yards:
63 Batch Size: 9
Sample Size:
2x4"
Sample Location:
Pile #610
Placement Location:
Augercast Pile #'s 647, 608, 610, 615,
609, 614, 619, 620, 616, 649, 651, 618
Form Material:
Plastic Mold No. Units:
Samples Plumb:
Yes
Temperature Range:
Maximum Compressive
Set
Specimen
Date
Date
Age
Area Load
Strength
Fracture
Tested
No.
ID
Received
Tested
(days)
(sq in) (lbs)
(psi)
Type
By
1
1
09/13/19
09/19/19
7
3.14 14,700
4,680
4
ZAJ
1
2
09/13/19
10/10/19
28
3.11 22,400
7,200
4
HRB
1
3
09/13/19
10/10/19
28
3.08 22,850
7,420
4
HRB
1
4
09/13/19
10/10/19
28
3.08 23,260
7,550
4
HRB
1
5
09/13/19
10/10/19
28
3.08 20,800
6,760
2
HRB
Average (28 days)
7,230
Initial Cure: Cure Box
Final Cure: Moist Room
Min Temp:
60 Max Temp:
60
Comments: Average compressive strength of 28 day Cylinder complies with the specified strength.
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0006A
Service Date: 09/12/19
Report Date: 10/14/19 Revision 1 - 28-day results
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0007A
Service Date: 09/13/19
Report Date: 09/24/19
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 5G55149
Supplier: Cadman
Batch Time: 0903 Plant: 32
Truck No.: 429 Ticket No.: 677282
Field Test Data
Test
Result Specification
Slump (in):
Grout Temp. (F): 75
Ambient Temp. (F): 52
Laboratory Test Data
Set
Specimen
Date
Date
No.
ID
Received
Tested
1
1
09/19/19
09/20/19
1
2
09/19/19
10/11/19
1
3
09/19/19
10/11/19
1
4
09/19/19
10/11/19
1
5
09/19/19
Initial Cure: Outside Plastic Lids
Comments:
Arerra[On c...A.,
Sample Date:
09/13/19 Sample Time:1030
Sampled By:
Erik Tichenor
Weather Conditions:
Clear
Accumulative Yards:
36 Batch Size: 9
Sample Size:
211x4"
Sample Location:
Truck chute
Placement Location:
Augercast piles
Form Material:
Plastic Mold No. Units:
Samples Plumb:
Yes
Temperature Range:
Maximum
Compressive
Age Area Load
Strength Fracture Tested
(days) (sq in) (lbs)
(psi) Type By
7 3.11 17,030
5,480 2 HRB
28
28
28
Hold
Final Cure: Moist Room
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0007A
Service Date: 09/13/19
Report Date: 09/24/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams-Wolle
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0007A
Service Date: 09/13/19
Report Date: 10/14/19 Revision 1 - 28-day results
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Arerra[On c...A.,
Specified Strength: 4,000
psi @ 28 days
Sample Date: 09/13/19
Sample Time:1030
Sampled By: Erik Tichenor
Mix ID: 5G55149
Weather Conditions: Clear
Supplier: Cadman
Accumulative Yards: 36
Batch Size: 9
Batch Time: 0903
Plant:
32
Sample Size: 211x4"
Truck No.: 429
Ticket No.:
677282
Sample Location: Truck chute
Placement Location: Augercast piles
Field Test Data
Form Material: Plastic Mold
No. Units:
Test Result
Specification
Samples Plumb: Yes
Slump (in):
Temperature Range:
Grout Temp. (F):
75
Ambient Temp. (F):
52
Laboratory Test Data
Maximum Compressive
Set Specimen Date
Date
Age
Area
Load Strength Fracture
Tested
No. ID Received
Tested
(days)
(sq in)
(lbs) (psi) Type
By
1 1 09/19/19
09/20/19
7
3.11
17,030 5,480 2
HRB
1 2 09/19/19
10/11/19
28
3.05
21,630 7,100 2
ZAJ
1 3 09/19/19
10/11/19
28
3.08
22,370 7,270 2
ZAJ
1 4 09/19/19
10/11/19
28
3.08
23,020 7,480 2
ZAJ
1 5 09/19/19
10/11/19
28
3.08
19,590 6,360 2
ZAJ
Average (28 days) 7,050
Initial Cure: Outside Plastic Lids
Final Cure:
Moist Room
Comments: Average compressive strength of 28 day Cylinder complies with the specified strength. **NP = Not Performed
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0007A
Service Date: 09/13/19
Report Date: 10/14/19 Revision 1 - 28-day results
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT OBSERVATIONS REPORT
Report Number: M7191427.0008
Service Date: 09/16/19
Report Date: 09/19/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds, WA 98020
Permit No.: BLD-2018-1658
Samples: (5) 2x4" cylinders
MAYES TESTING ENGINEERS
nlrerracan cmernxv
20225 Cedar Vallev Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Overcast
Pile Inspection and Grout
Inspected the reinforcement and grout placement of (63) cubic yards of Cadman concrete mix 5G55149 for (11)
auger -cast piles #633, 671, 708, 632, 670, 637, 635, 634, 668, 705 and 709. The reinforcement of the piles was
verified in reference to the approved project documents and structural plans found on 18/S3.2. The grout was
placed via hose pump and deposited into each of the auger -cast piles. There were (5) 2x4" grout cylinders cast
for compressive strength testing with a required f'c of 4000 psi at (28) days.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
(1) Edmonds Senior Center, Daniel (1) City of Edmonds WA, Leif Bjorback
Johnson
(1) City of Edmonds WA, Milton (1) Environmental Works, Inc., Sally Reviewed By:
Thompson Knodell
4 a e —�
(1) Mayes Testing Engineers, Inc, (1) Mayes Testing Engineers, Inc,
Heath Defoor, PE
Donna Pollard Todd Wirtz
(1) WG Clark Construction Co, Jim
Senior Project Field Manager
Brav
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company.
Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT000t, 10-16-13, Rev.10 Page 1 of 1
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0008A
Service Date: 09/16/19
Report Date: 09/24/19
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 5G55149
Supplier: Cadman
Batch Time: 0903 Plant: 32
Truck No.: 433 Ticket No.: 677896
Field Test Data
Test
Result Specification
Slump (in):
Grout Temp. (F): 75
Ambient Temp. (F): 53
Laboratory Test Data
Arerra[On c...A.,
Sample Date:
09/16/19 Sample Time:1140
Sampled By:
Erik Tichenor
Weather Conditions:
Clear
Accumulative Yards:
36 Batch Size: 9
Sample Size:
2x4"
Sample Location:
Truck chute
Placement Location:
Augercast piles
Form Material:
Plastic Mold No. Units:
Samples Plumb:
Yes
Temperature Range:
Maximum
Compressive
Set
Specimen
Date
Date
Age Area Load
Strength
Fracture Tested
No.
ID
Received
Tested
(days) (sq in) (lbs)
(psi)
Type By
1
1
09/17/19
09/23/19
7 3.11 15,240
4,900
2 HRB
1
2
09/17/19
10/14/19
28
1
3
09/17/19
10/14/19
28
1
4
09/17/19
10/14/19
28
1
5
09/17/19
10/14/19
28
Initial Cure: Cure Box
Final Cure: Moist Room
Min Temp:
58 Max Temp: 61
Comments:
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0008A
Service Date: 09/16/19
Report Date: 09/24/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams-Wolle
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0008A
Service Date: 09/16/19
Report Date: 10/16/19 Revision 1 - 28-day results
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 5G55149
Supplier: Cadman
Batch Time: 0903 Plant: 32
Truck No.: 433 Ticket No.: 677896
Field Test Data
Test
Result Specification
Slump (in):
Grout Temp. (F): 75
Ambient Temp. (F): 53
Laboratory Test Data
Arerra[On c...A.,
Sample Date:
09/16/19 Sample Time:1140
Sampled By:
Erik Tichenor
Weather Conditions:
Clear
Accumulative Yards:
36 Batch Size: 9
Sample Size:
2x4"
Sample Location:
Truck chute
Placement Location:
Augercast piles
Form Material:
Plastic Mold No. Units:
Samples Plumb:
Yes
Temperature Range:
Maximum
Compressive
Set
Specimen
Date
Date
Age
Area Load
Strength
Fracture
Tested
No.
ID
Received
Tested
(days)
(sq in) (lbs)
(psi)
Type
By
1
1
09/17/19
09/23/19
7
3.11 15,240
4,900
2
HRB
1
2
09/17/19
10/14/19
28
3.14 21,540
6,860
2
KWB
1
3
09/17/19
10/14/19
28
3.11 20,870
6,710
4
KWB
1
4
09/17/19
10/14/19
28
3.11 22,520
7,240
4
KWB
1
5
09/17/19
10/14/19
28
3.11 21,300
6,850
2
KWB
Average (28 days)
6,910
Initial Cure: Cure Box
Final Cure: Moist Room
Min Temp:
58 Max Temp:
61
Comments: Average compressive strength of 28 day Cylinder complies with the specified strength. **NP = Not Performed
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution: Reviewed B
See attached distribution list. y:
Timothy G. Beckerle, PE
Principal
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0008A
Service Date: 09/16/19
Report Date: 10/16/19 Revision 1 - 28-day results
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT OBSERVATIONS REPORT
Report Number: M7191427.0009
Service Date: 09/17/19
Report Date: 09/23/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds, WA 98020
Permit No.: BLD-2018-1658
Samples: (5) 2x4" cylinders
MAYES TESTING ENGINEERS
nlrerracan cmernxv
20225 Cedar Vallev Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Overcast
Pile Inspection and Grout
Inspected the reinforcement and grout placement of (63) cubic yards Cadman concrete mix 5G55149 for (9)
auger -cast piles #669, 704, 667, 705, 702, 702 (re -drill) 701, 673 and 665. The reinforcement of the piles was
verified in reference to approved project documents and structural plans found on 18/S3.2. The grout was placed
via hose pump and deposited into each of the auger -cast piles. There were (5) 2x4" grout cylinders cast for
compressive strength testing with a required f'c of 4000 psi at (28) days.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
(1) Edmonds Senior Center, Daniel (1) City of Edmonds WA, Leif Bjorback
Johnson
(1) City of Edmonds WA, Milton (1) Environmental Works, Inc., Sally Reviewed By:
Thompson Knodell
4 a e —�
(1) Mayes Testing Engineers, Inc, (1) Mayes Testing Engineers, Inc,
Heath Defoor, PE
Donna Pollard Todd Wirtz
(1) WG Clark Construction Co, Jim
Senior Project Field Manager
Brav
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company.
Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT000t, 10-16-13, Rev.10 Page 1 of 1
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0009A
Service Date: 09/17/19
Report Date: 09/26/19
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5G55149
Supplier:
Cadman
Batch Time:
0831 Plant: 32
Truck No.:
446 Ticket No.: 678241
Field Test Data
Test
Result Specification
Slump (in):
Grout Temp. (F): 78
Ambient Temp. (F): 49
Laboratory Test Data
Set Specimen Date
No.
ID
Received
1
1
09/18/19
1
2
09/18/19
1
3
09/18/19
1
4
09/18/19
1
5
09/18/19
Initial Cure:
Outside
Comments:
Arerra[On c...A.,
Sample Date:
09/17/19 Sample Time: 1015
Sampled By:
Erik Tichenor
Weather Conditions:
Clear
Accumulative Yards:
36 Batch Size: 9
Sample Size:
2x4"
Sample Location:
Truck chute
Placement Location:
Augercast piles
Form Material:
Plastic Mold No. Units:
Samples Plumb:
Yes
Temperature Range:
Maximum Compressive
Date Age Area Load Strength Fracture Tested
Tested (days) (sq in) (lbs) (psi) Type By
09/24/19 7 3.08 16,230 5,270 3 ZAJ
10/15/19 28
10/15/19 28
10/15/19 28
10/15/19 28
Final Cure: Moist Room
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0009A
Service Date: 09/17/19
Report Date: 09/26/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams-Wolle
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0009A
Service Date: 09/17/19
Report Date: 10/16/19 Revision 1 - 28-day results
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Arerra[On c...A.,
Specified Strength: 4,000
psi @ 28 days
Sample Date: 09/17/19
Sample Time: 1015
Sampled By: Erik Tichenor
Mix ID: 5G55149
Weather Conditions: Clear
Supplier: Cadman
Accumulative Yards: 36
Batch Size: 9
Batch Time: 0831
Plant:
32
Sample Size: 2x4"
Truck No.: 446
Ticket No.:
678241
Sample Location: Truck chute
Placement Location: Augercast piles
Field Test Data
Form Material: Plastic Mold
No. Units:
Test Result
Specification
Samples Plumb: Yes
Slump (in):
Temperature Range:
Grout Temp. (F):
78
Ambient Temp. (F):
49
Laboratory Test Data
Maximum Compressive
Set Specimen Date
Date
Age
Area
Load Strength Fracture
Tested
No. ID Received
Tested
(days)
(sq in)
(lbs) (psi) Type
By
1 1 09/18/19
09/24/19
7
3.08
16,230 5,270 3
ZAJ
1 2 09/18/19
10/15/19
28
3.14
22,540 7,170 2
KWB
1 3 09/18/19
10/15/19
28
3.11
23,170 7,450 2
KWB
1 4 09/18/19
10/15/19
28
3.11
22,310 7,170 4
KWB
1 5 09/18/19
10/15/19
28
3.11
18,900 6,080 4
KWB
Average (28 days) 6,970
Initial Cure: Cure Box
Final Cure:
Moist Room
Comments: Average compressive strength of 28 day Cylinder complies with the specified strength. **NP = Not Performed
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Michael S. Dolder, PE
Senior Principal
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0009A
Service Date: 09/17/19
Report Date: 10/16/19 Revision 1 - 28-day results
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams-Wolle
MAYES TESTING ENGINEERS
i� Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT OBSERVATIONS REPORT
Report Number: M7191427.0010
Service Date: 09/18/19
Report Date: 09/23/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds, WA 98020
Permit No.: BLD-2018-1658
Samples: (4) 2x4" cylinders
MAYES TESTING ENGINEERS
nlrerracan cmernxv
20225 Cedar Vallev Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Overcast
Pile Inspection and Grout
Inspected the reinforcement and grout placement of (7,2) cubic yards of Cadman concrete mix 5G55149 for (13)
auger -cast piles #703, 672, 699, 700, 674, 664, 698, 697, 676, 695, 690, 680 and 661. The reinforcement of the
piles was verified in reference to approved project documents and structural plans found on 18/S3.2. The grout
was placed via hose pump and deposited into each of the augercast piles. There were (4) 2x4" grout cylinders
cast for compressive strength testing with a required f'c of 4000 psi at (28) days.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
(1) Edmonds Senior Center, Daniel (1) City of Edmonds WA, Leif Bjorback
Johnson
(1) City of Edmonds WA, Milton (1) Environmental Works, Inc., Sally Reviewed By:
Thompson Knodell
4 a e —�
(1) Mayes Testing Engineers, Inc, (1) Mayes Testing Engineers, Inc,
Heath Defoor, PE
Donna Pollard Todd Wirtz
(1) WG Clark Construction Co, Jim
Senior Project Field Manager
Brav
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company.
Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT000t, 10-16-13, Rev.10 Page 1 of 1
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0010A
Service Date: 09/18/19
Report Date: 09/26/19
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 5G55149
Supplier: Cadman
Batch Time: 0715 Plant: 32
Truck No.: 347 Ticket No.: 678598
Field Test Data
Test
Result Specification
Slump (in):
Grout Temp. (F): 72
Ambient Temp. (F): 51
Laboratory Test Data
Set Specimen Date
No.
ID
Received
1
1
09/19/19
1
2
09/19/19
1
3
09/19/19
1
4
09/19/19
1
5
09/19/19
Initial Cure:
Outside
Comments:
Arerra[On c...A.,
Sample Date:
09/18/19 Sample Time: 0955
Sampled By:
Erik Tichenor
Weather Conditions:
Clear
Accumulative Yards:
27 Batch Size: 9
Sample Size:
2x4"
Sample Location:
Truck chute
Placement Location:
Augercast piles
Form Material:
Plastic Mold No. Units:
Samples Plumb:
Yes
Temperature Range:
Maximum Compressive
Date Age Area Load Strength Fracture Tested
Tested (days) (sq in) (lbs) (psi) Type By
09/25/19 7 3.08 17,440 5,660 2 ZAJ
10/16/19 28
10/16/19 28
10/16/19 28
10/16/19 28
Final Cure: Moist Room
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0010A
Service Date: 09/18/19
Report Date: 09/26/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams-Wolle
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT OBSERVATIONS REPORT MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0011
Service Date: 09/19/19 20225 Cedar Vallev Rd Ste 110
Report Date: 09/23/19 Lynnwood, WA 98036-6365
425-742-9360
Client
Project
Edmonds Senior Center
Edmonds Senior Center Activity Center
Attn: Daniel Johnson
220 Railroad Ave
220 Railroad Ave
Edmond, WA
PO Box 717
Edmonds, WA 98020
Project No.: M7191427
Permit No.: BLD-2018-1658 Weather: Overcast
Samples: (4) 2x4" cylinders
Pile Inspection and Grout
Inspected the reinforcement and grout placement of (72) cubic yards of Cadman concrete mix 5G55149 for (15)
auger cast piles #675, 696, 693, 692, 663, 678, 662, 694, 691, 684, 658, 656, 683, 685 and 681. The
reinforcement of the piles was verified in reference to the approved project documents and structural plans found
on 18/S3.2. The grout was placed via hose pump and deposited into each of the auger -cast piles. There were
(4) 2x4" grout cylinders cast for compressive strength testing with a required f'c of 4000 psi at (28) days.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
(1) Edmonds Senior Center, Daniel (1) City of Edmonds WA, Leif Bjorback
Johnson
(1) City of Edmonds WA, Milton (1) Environmental Works, Inc., Sally Reviewed By:
Thompson Knodell
4 a e —�
(1) Mayes Testing Engineers, Inc, (1) Mayes Testing Engineers, Inc,
Heath Defoor, PE
Donna Pollard Todd Wirtz
(1) WG Clark Construction Co, Jim
Senior Project Field Manager
Brav
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company.
Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT000t, 10-16-13, Rev.10 Page 1 of 1
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0011A
Service Date: 09/19/19
Report Date: 09/30/19
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5G55149
Supplier:
Cadman
Batch Time:
0807 Plant: 32
Truck No.:
442 Ticket No.: 679062
Field Test Data
Test
Result Specification
Slump (in):
Grout Temp. (F): 78
Ambient Temp. (F): 59
Laboratory Test Data
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Sample Size:
Sample Location:
Placement Location:
Form Material:
Samples Plumb:
Temperature Range:
Arerra[On c...A.,
09/19/19 Sample Time: 0930
Erik Tichenor
Clear
36 Batch Size: 9
2"x4"
Truck chute
(15) Augercast piles
Plastic Mold No. Units:
Yes
Maximum
Compressive
Set
Specimen
Date
Date
Age Area Load
Strength
Fracture Tested
No.
ID
Received
Tested
(days) (sq in) (lbs)
(psi)
Type By
1
1
09/20/19
09/26/19
7 3.14 16,700
5,320
2 KWB
1
2
09/20/19
10/17/19
28
1
3
09/20/19
10/17/19
28
1
4
09/20/19
10/17/19
28
Initial Cure: Cure Box
Final Cure: Moist Room
Min Temp:
61 Max Temp: 61
Comments:
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0011A
Service Date: 09/19/19
Report Date: 09/30/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams-Wolle
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0011A
Service Date: 09/19/19
Report Date: 10/18/19 Revision 1 - 28-day results
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5G55149
Supplier:
Cadman
Batch Time:
0807 Plant: 32
Truck No.:
442 Ticket No.: 679062
Field Test Data
Test
Result Specification
Slump (in):
Grout Temp. (F): 78
Ambient Temp. (F): 59
Laboratory Test Data
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Sample Size:
Sample Location:
Placement Location:
Form Material:
Samples Plumb:
Temperature Range:
Arerr.... c...A.,
09/19/19 Sample Time: 0930
Erik Tichenor
Clear
36 Batch Size: 9
2"x4"
Truck chute
(15) Augercast piles
Plastic Mold No. Units:
Yes
Maximum
Compressive
Set
Specimen
Date
Date
Age
Area Load
Strength
Fracture
Tested
No.
ID
Received
Tested
(days)
(sq in) (lbs)
(psi)
Type
By
1
1
09/20/19
09/26/19
7
3.14 16,700
5,320
2
KWB
1
2
09/20/19
10/17/19
28
3.11 19,690
6,330
2
KWB
1
3
09/20/19
10/17/19
28
3.14 21,580
6,870
2
KWB
1
4
09/20/19
10/17/19
28
3.11 22,070
7,100
2
KWB
Average (28 days)
6,770
Initial Cure: Cure Box
Final Cure: Moist Room
Min Temp:
61 Max Temp:
61
Comments: Average compressive strength of 28 day Cylinder complies with the specified strength. **NP = Not Performed
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
-
-
Report Distribution:
See attached distribution list. Reviewed By: .
Michael S. Dolder, PE
Senior Principal
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0011A
Service Date: 09/19/19
Report Date: 10/18/19 Revision 1 - 28-day results
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams-Wolle
MAYES TESTING ENGINEERS
i� Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT OBSERVATIONS REPORT
Report Number: M7191427.0012
Service Date: 09/20/19
Report Date: 09/25/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds, WA 98020
Permit No.: BLD-2018-1658
Samples: (4) 2x4" cylinders
MAYES TESTING ENGINEERS
nlrerracan cmernxv
20225 Cedar Vallev Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Overcast
Pile Inspection and Grout
Inspected the reinforcement and grout placement of (54) cubic yards of Cadman concrete mix 5G55149 for (11)
auger -cast piles #677, 679, 689, 686, 683, 682, 681, 655, 657, 654 and 660. The reinforcement of the piles was
verified in reference to approved project documents and structural plans found on 18/S3.2. The grout was placed
via hose pump and deposited into each of the auger -cast piles. There were (4) 2x4" grout cylinders cast for
compressive strength testing with a required f'c of 4000 psi at (28) days.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0012
Service Date: 09/20/19
Report Date: 09/25/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams-Wolle
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0012A
Service Date: 09/20/19
Report Date: 09/30/19
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5G55149
Supplier:
Cadman
Batch Time:
0602 Plant: 32
Truck No.:
429 Ticket No.: 679583
Field Test Data
Test
Result Specification
Slump (in):
Grout Temp. (F): 76
Ambient Temp. (F): 50
Laboratory Test Data
Arerra[On c...A.,
Sample Date:
09/20/19 Sample Time:0800
Sampled By:
Erik Tichenor
Weather Conditions:
Clear
Accumulative Yards:
9 Batch Size: 9
Sample Size:
2x4"
Sample Location:
Truck chute
Placement Location:
Augercast piles
Form Material:
Plastic Mold No. Units:
Samples Plumb:
Yes
Temperature Range:
Maximum
Compressive
Set
Specimen
Date
Date
Age Area Load
Strength Fracture Tested
No.
ID
Received
Tested
(days) (sq in) (lbs)
(psi) Type By
1
1
09/24/19
09/27/19
7 3.08 17,580
5,710 2 ZAJ
1
2
09/24/19
10/18/19
28
1
3
09/24/19
10/18/19
28
1
4
09/24/19
10/18/19
28
Initial Cure: Cure Box
Final Cure: Moist Room
Comments:
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0012A
Service Date: 09/20/19
Report Date: 09/30/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT OBSERVATIONS REPORT
Report Number: M7191427.0013
Service Date: 09/23/19
Report Date: 09/26/19
MAYES TESTING ENGINEERS
nlrerracan cmernxv
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Client
Project
Edmonds Senior Center
Edmonds Senior Center Activity Center
Attn: Daniel Johnson
220 Railroad Ave
220 Railroad Ave
Edmond, WA
PO Box 717
Edmonds, WA 98020
Project No.: M7191427
Permit No.: BLD-2018-1658
Samples: (4) 2x4" cylinders
Weather: Overcast
Pile Inspection and Grout
Inspected the reinforcement and grout placement of (18) cubic yards of Cadman concrete mix 5G55149 for (3)
auger -cast piles and the topping off of piles placed in prior weeks. The piles drilled and placed were #688, 659
and 657. The reinforcement of the piles was verified in reference to approved project documents and structural
plans found on 18/S3.2. The grout was placed via hose pump and deposited into each of the auger -cast piles.
There were (4) 2x4" grout cylinders cast for compressive strength testing (f'c of 4000 psi at 28 days).
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0013
Service Date: 09/23/19
Report Date: 09/26/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams-Wolle
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0013A
Service Date: 09/23/19
Report Date: 10/02/19
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5G55149
Supplier:
Cadman
Batch Time:
0630 Plant: 32
Truck No.:
347 Ticket No.: 680340
Field Test Data
Test
Result Specification
Slump (in):
Grout Temp. (F): 75
Ambient Temp. (F):
Laboratory Test Data
Arerra[On c...A.,
Sample Date:
09/23/19 Sample Time:
Sampled By:
Erik Tichenor
Weather Conditions:
Overcast
Accumulative Yards:
9 Batch Size: 9
Sample Size:
Sample Location:
Augercast Piles
Placement Location:
Augercast Piles
Form Material:
Plastic Mold No. Units: 4
Samples Plumb:
Yes
Temperature Range:
Maximum
Compressive
Set
Specimen
Date
Date
Age
Area Load
Strength Fracture Tested
No.
ID
Received
Tested
(days)
(sq in) (lbs)
(psi) Type By
1
A
09/24/19
09/30/19
7
3.08 16,630
5,400 2 ZAJ
1
B
09/24/19
10/21/19
28
8.00
1
C
09/24/19
10/21/19
28
8.00
1
D
09/24/19
10/21/19
28
8.00
Initial Cure: Cure Box
Final Cure: Moist Room
Comments:
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0013A
Service Date: 09/23/19
Report Date: 10/02/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0013A
Service Date: 09/23/19
Report Date: 10/22/19 Revision 1 - 28-day results
Task:
Client
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project - M7191427
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Arerr.... c...A.,
Specified Strength: 4,000
psi @ 28 days
Sample Date: 09/23/19
Sample Time:
Sampled By: Erik Tichenor
Mix ID: 5G55149
Weather Conditions: Overcast
Supplier: Cadman
Accumulative Yards: 9
Batch Size: 9
Batch Time: 0630
Plant:
32
Sample Size:
Truck No.: 347
Ticket No.:
680340
Sample Location: Augercast Piles
Placement Location: Augercast Piles
Field Test Data
Form Material: Plastic Mold
No. Units: 4
Test Result
Specification
Samples Plumb: Yes
Slump (in):
Temperature Range:
Grout Temp. (F):
75
Ambient Temp. (F):
Laboratory Test Data
Maximum Compressive
Set Specimen Date
Date
Age
Area
Load Strength Fracture
Tested
No. ID Received
Tested
(days)
(sq in)
(lbs) (psi) Type
By
1 A 09/24/19
09/30/19
7
3.08
16,630 5,400 2
ZAJ
1 B 09/24/19
10/21/19
28
3.05
23,110 7,580 2
ZAJ
1 C 09/24/19
10/21/19
28
3.08
21,890 7,110 4
ZAJ
1 D 09/24/19
10/21/19
28
3.11
20,690 6,650 2
ZAJ
Average (28 days) 7,110
Initial Cure: Cure Box
Final Cure:
Moist Room
Comments: Average compressive strength of 28 day Cylinder complies with the specified strength. **NP = Not Performed
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported To:
Contractor: WG Clark Construction Co.
-
-
Report Distribution:
See attached distribution list. Reviewed By: .
Michael S. Dolder, PE
Senior Principal
Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cRoo09, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0013A
Service Date: 09/23/19
Report Date: 10/22/19 Revision 1 - 28-day results
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams-Wolle
MAYES TESTING ENGINEERS
i� Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT OBSERVATIONS REPORT
Report Number: M7191427.0014
Service Date: 09/24/19
Report Date: 09/26/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds, WA 98020
Permit No.: BLD-2018-1658
Samples: None
MAYES TESTING ENGINEERS
nlrerracan cmernxv
20225 Cedar Vallev Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Overcast
Item 1: Pile Inspection
Inspected the reinforcement and grout placement height of the previously placed auger -cast piles of Cadman
concrete mix 5G55149. The auger -cast piles from prior weeks were verified and stub -out reinforcement also has
been verified. The auger -cast piles were verified in reference to approved project documents and structural plans
found on 18/S3.2.
Item 2: Cylinder Pick-up
Picked up the (4) 2x4" cylinders cast yesterday for compressive strength testing and transported them to Mayes
Testing Engineers Lynwood, WA laboratory. Placed the cylinders in the vapor -controlled mist room. The cylinders
will be tested at (7) and (28) days.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0014
Service Date: 09/24/19
Report Date: 09/26/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams-Wolle
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GROUT OBSERVATIONS REPORT
Report Number: M7191427.0015
Service Date: 09/25/19
Report Date: 11 /04/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds, WA 98020
Permit No.: BLDG-2018-1658
Samples: N/A
MAYES TESTING ENGINEERS
nlrerracan cmernxv
20225 Cedar Vallev Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Clear
On site to monitor and sample the grout from auger cast piles. Upon arrival, it was found that there were no more
piles to be grouted. Crane was being disassembled and no concrete was on site.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Erik Tichenor
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list
Reviewed By:
Timothy G. Beckerle, PE
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000l, 10-16-13, Rev.10 Page 1 of 1
Distribution Page
Report Number: M7191427.0015
Service Date: 09/25/19
Report Date: 11/04/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0016
Service Date: 10/11/19
Report Date: 10/16/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: (4) 4x8" cylinders
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
450 F
On site for inspection of reinforcement and concrete placement — (80) cubic yards CalPortland mix 61818 at
elevator foundation, shown on schedule S1.1, at grid lines C to C.5/8.7 to 9.5. Foundation consists of (2) grade
beams (east and west sides), slab -on -grade, sump and (4) walls. Each grade beam sits on top of (2) piles.
Verified (6) hooked dowels on top of each pile. Verified grade beams per reinforcement in details 17/S3.1 and
16/S3.2, and reinforcing steel placement drawing R01. Verified slab -on -grade reinforcement and reinforcement
for 16" thick and 8" thick wall dowels, per S3.2 details and drawing R01. Foundation dimensions are 14'x11'x28"
deep.
Verified reinforcement for 30" wide x 18" high grade beams at grid lines A/2 to 12, A.5/2 to 12, B/2 to 12, B.2/2.5
to 3, 2/A to B and 2.5/13 to C. Verified reinforcement per details 9, 19, 20/S3.2 and drawing R01.
The reinforcement sits on top of vapor barrier. The concrete was placed via pump hose and vibrated for
consolidation. Cast (4) 4x8" cylinders for compressive strength testing (5000 psi at 28 days required).
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list
Reviewed By:
Timothy G. Beckerle, PE
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000l, 10-16-13, Rev.10 Page 1 of 1
Distribution Page
Report Number: M7191427.0016
Service Date: 10/11 /19
Report Date: 10/16/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0016A
Service Date: 10/11/19
Report Date: 11/11/19 Revision 1 - 28-day results
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Airf«-con CO"A"
Specified Strength: 5,000
psi @ 28 days
Sample Date:
10/11/19 Sample Time: 1100
Sampled By:
Charles Solway
Mix ID: 61818
Weather Conditions:
Mid 40's
Supplier: CalPortland
Accumulative Yards:
80 Batch Size (cy): 9
Batch Time: 1000
Plant:
260
Placement Method:
Pump hose
Truck No.: 7428
Ticket No.:
2203760
Water Added Before (gal):
Field Test Data
Water Added After (gal):
Sample Location:
Elevator foundation
Test
Result
Specification
Placement Location:
Elevator foundation and grade beams
Slump (in):
6 1/2
at grids A/2-12, A.5/2-12, B/2-12,
Air Content (%):
5.7
B.2/2.5-3, 2/A-B, 2.5/13-C
Concrete Temp. (F):
68
Ambient Temp. (F):
45
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Avg Diam. Area
Date Date
Test Load
Strength Fracture Tested
No. ID (in)
(sq in)
Received Tested
(days) (lbs)
(psi) Type By
1 1 3.98
12.44
10/14/19 10/18/19
7 64,710
5,200 5 KWB
1 2 3.97
12.38
10/14/19 11/08/19
28 82,880
6,700 2 HRB
1 3 3.98
12.44
10/14/19 11/08/19
28 82,960
6,670 2 HRB
1 4 3.99
12.5
10/14/19 11/08/19
28 81,950
6,550 2 HRB
Average (28 days)
6,640
Initial Cure: Cure Box
Final Cure: Moist
Room Min Temp: 61 Max Temp: 61
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000t, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0016A
Service Date: 10/11 /19
Report Date: 11/11/19 Revision 1 - 28-day results
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0017
Service Date: 10/18/19
Report Date: 10/25/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Cloudy
After arriving on site was informed the inspection was cancelled. Spoke with the superintendent about the grade
beams not being completed.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: David Schmutzler
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list
Reviewed By:
Timothy G. Beckerle, PE
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000l, 10-16-13, Rev.10 Page 1 of 1
Distribution Page
Report Number: M7191427.0017
Service Date: 10/18/19
Report Date: 10/25/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0018
Service Date: 10/22/19
Report Date: 10/29/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Please find attached the report by Jeremy Christensen with AAR Testing and Inspection, Inc. for work performed
on site for the above -noted project.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Jeremy Christensen
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list
Reviewed By:
Timothy G. Beckerle, PE
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000l, 10-16-13, Rev.10 Page 1 of 1
DAILY FIELD REPORT
AAR TESTING AND INSPECTION, INC.
7126 180th Ave NE, Suite C101
Redmond, WA 98052
425-881-5812
Inspection Date
10/22/2019
Report Number
JCC102219
CLIENT INFORMATION PROJECT INFORMATION
Contact Jill Rouse - Mayes Project No. 19-600
Greg - WG Construction
Company Mayes Testing Project Name Edmonds Community Center - M7191427
Address 20225 Cedar Valley Rd #110 Address 220 Railroad Avenue
City Lynnwood City Edmonds
Contractor WG Construction Co. Permit No. B18-0447
INSPECTION TYPE(S) STRUCTURE(S) / LOCATION(S)
Reinforced Concrete Grade beams: A/1-12, A-D/12, D/1-12, C-D/1-12, A-D/2.5
O Other
Weather Temperature (°F) Start Time End Time
Cloudy 52
Approved plans - S0.1-0.2, S3.1-3.2, R.01
Approved permit #1318-0447
Approved mix design #61818
DRAWINGS / DOCUMENTS REFERENCED
INSPECTION OBSERVATION / REMARKS
Arrived onsite as requested to inspect concrete reinforcement for grade beams in locations previously noted in this report. Verified placement
of reinforcement in corners and intersections as shown on R.01 and S3.1-3.1 all clearances were observed to be a minimum of 3" on all sides.
CALPORTLAND supplied approximately 100cys of mix design #61818. Concrete was placed via boom pump and consolidated by mechanical
vibration. AAR sampled and tested concrete, one set of five cylinders were, see concrete test report #JCC102219 for results. Samples were left
onsite in Mayes cure box for initial curing. To the best of my knowledge work observed meets project plans and specifications.
Items inspected are in conformance with approved plans, specifications and jurisdictional requirements
Jeremy Christensen
10/22/2019
Teajalam (TJ) Gounden
D1C59C4F-38E4-4E94-B335-CF67F9FF7AC0
ARI
vim• _ _
?off.
- -
LL
riAMMSRU
auk
ma
a19
77
M
Distribution Page
Report Number: M7191427.0018
Service Date: 10/22/19
Report Date: 10/29/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0018A
Service Date: 10/22/19
Report Date: 10/30/19
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 5,000 psi @ 28 days
Mix ID: 61818
Supplier: CalPortland
Batch Time: 1206 Plant: 260
Truck No.: 687 Ticket No.: 2210991
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Set Specimen Avg Diam.
No. ID (in)
1 1 3.99
1 2
1 3
1 4
1 5
Initial Cure: Cure Box
Result Specification
7 5 -7
6.9 4.5 - 7.5
70
54
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at Maximum
Area Date
Date
Test Load
(sq in) Received
Tested
(days) (lbs)
12.5 10/23/19
10/29/19
7 54,730
10/23/19
11/19/19
28
10/23/19
11/19/19
28
10/23/19
11/19/19
28
10/23/19
Hold
Final Cure: Moist Room
Comments: Not tested for plastic unit weight.
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Jeremy Christensen
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Airf«-con CO"A"
10/22/19 Sample Time: 1304
Jeremy Christensen
Showers
10 of 100 Batch Size (cy): 10
Grade beam, grid line A/2
Compressive
Strength Fracture Tested
(psi) Type By
4,380 2 KWB
Reviewed By: �Ii�laJ c'
S. Dolder, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000t, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0018A
Service Date: 10/22/19
Report Date: 10/30/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams-Wolle
MAYES TESTING ENGINEERS
i� Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0018A
Service Date: 10/22/19
Report Date: 11/21/19 Revision 1 - 28-day results
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Airf«-con CO"A"
Specified Strength: 5,000
psi @ 28 days
Sample Date:
10/22/19 Sample Time: 1304
Sampled By:
Jeremy Christensen
Mix ID: 61818
Weather Conditions:
Showers
Supplier: CalPortland
Accumulative Yards:
10 of 100 Batch Size (cy): 10
Batch Time: 1206
Plant: 260
Placement Method:
Truck No.: 687
Ticket No.: 2210991
Water Added Before (gal):
Field Test Data
Water Added After (gal):
Sample Location:
Test
Result Specification
Placement Location:
Grade beam, grid line A/2
Slump (in):
7 5 -7
Air Content (%):
6.9 4.5 - 7.5
Concrete Temp. (F):
70
Ambient Temp. (F):
54
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Avg Diam.
Area
Date
Date
Test
Load
Strength
Fracture
Tested
No. ID (in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
By
1 1 3.99
12.5
10/23/19
10/29/19
7
54,730
4,380
2
KWB
1 2 3.98
12.44
10/23/19
11/19/19
28
82,000
6,590
2
HRB
1 3 4.00
12.57
10/23/19
11/19/19
28
78,440
6,240
2
HRB
1 4 4.00
12.57
10/23/19
11/19/19
28
79,940
6,360
2
HRB
1 5 3.99
12.5
10/23/19
11/19/19
28
80,890
6,470
2
HRB
Average
(28 days)
6,420
Initial Cure: Cure Box
Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit we
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Jeremy Christensen
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000l, 11,16-12, Rev.6 Page 1 of 1
Distribution Page
MAYES TESTING ENGINEERS
Report Number: M7191427.0018A nlrerracon COMPANY
Service Date: 10/22/19 20225 Cedar Valley Rd Ste 110
Report Date: 11/21/19 Revision 1 - 28-day results Lynnwood, WA 98036-6365
Task: 425-742-9360
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
CONCRETE OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0019
Service Date: 10/29/19
Report Date: 11 /01 /19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: (4) 4x8" cylinders
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Clear
Observed the placement of (5) cubic yards of CalPortland concrete mix 61818 into the grade beam at grid lines
C to D/8.5. The concrete was placed via mixer truck chute and consolidated via internal mechanical vibration.
There were (4) 4x8" lab -cure cylinders cast for compressive strength testing (5000 psi at 28 days required). The
reinforcing steel for this element was verified prior to placement and conformed to detail 20 on S3.2. Verified
cover and clearances of reinforcement.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Samuel Larson
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list
Reviewed By:
Timothy G. Beckerle, PE
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000l, 10-16-13, Rev.10 Page 1 of 1
Distribution Page
Report Number: M7191427.0019
Service Date: 10/29/19
Report Date: 11 /01 /19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0019A
Service Date: 10/29/19
Report Date: 11/07/19
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 5,000 psi @ 28 days
Mix ID: 61818
Supplier: CalPortland
Batch Time: 1247 Plant: 260
Truck No.: 7665 Ticket No.: 2217092
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5
6.2
63
45
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Airf«-con CO"A"
10/29/19 Sample Time: 1345
Samuel Larson
Clear
5 Batch Size (cy): 5
Chute
5
Grade beam at grids C to D/8.5
Laboratory Test Data Age at Maximum Compressive
Set
Specimen Avg Diam. Area
Date
Date
Test
Load Strength
Fracture Tested
No.
ID (in) (sq in)
Received
Tested
(days)
(lbs) (psi)
Type By
1
a 3.98 12.44
10/30/19
11/05/19
7
51,560 4,140
2 HRB
1
b
10/30/19
11/26/19
28
1
c
10/30/19
11/26/19
28
1
d
10/30/19
11/26/19
28
Initial
Cure: Cure Box
Final Cure: Moist Room
Min Temp: 52
Max Temp: 61
Comments: Not tested for plastic unit weight.
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Samuel Larson
Reported To: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By: _
Heath Defo
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR000t, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0019A
Service Date: 10/29/19
Report Date: 11/07/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
POST -INSTALLED ANCHORS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0020
Service Date: 11/04/19
Report Date: 11 /07/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Cloudy, 41 °F
Please find attached the Post -Installed Anchors Report from AAR Testing and Inspection, Inc. for work
performed on 11 /04/19 for the above project.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Tony Dalzell
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
DAILY FIELD REPORT
AAR TESTING AND INSPECTION, INC.
7126 180th Ave NE, Suite C101
Redmond, WA 98052
425-881-5812
Inspection Date
11/04/2019
Report Number
TJD110419A
CLIENT INFORMATION PROJECT INFORMATION
Contact Jill Rouse Project No. 19-600C
Company Mayes Testing Engineers; Inc. Project Name Edmonds Senior Center Activity Center (Mayes
Project #M7191427)
Address 20225 Cedar Valley Road; Suite 110 Address 220 Railroad Ave
City Lynnwood City Edmonds
Contractor WGClark Permit No. BLD 20181658
INSPECTION TYPE(S) STRUCTURE(S) / LOCATION(S)
Proprietary Anchors - Epoxy #5 dowels placed with epoxy into footing
Weather Temperature (°F) Start Time End Time
Cloudy
41
0PAII11901
DRAWINGS / DOCUMENTS REFERENCED
RFI #37
#5 bar
Holes, 9-1/4 inch embedment
ILlI[1Iill�ul
INSPECTION OBSERVATION / REMARKS
Arrived on site as requested to inspect (14) #5 rebar dowels, placed with Simpson Strong -Tie AT-XP Acrylic, 9.4 fl oz, Exp 9/19/20 with code
AT-XP10 lot #1000056406.
Holes had been bottle brushed and blown before epoxy placement.
Items inspected are in conformance with approved plans, specifications and jurisdictional requirements
Inspectors Name Report Date Reviewed By Reviewed Date
Tony Dalzell 11/04/2019 G�Teajalam (TJ) 11/05/2019
Gounden
5270e64939402c42-1572902620122
M
DAILY FIELD REPORT Inspection Date11/04/2019
r AAR TESTING AND INSPECTION, INC.
7126 180th Ave NE, Suite C101 Report Number
Redmond, WA 98052 TJD110419A
425-881-5812
PHOTOS
—• ti ,.ems-.
I J-1F
--
#5 bar placed with epoxy
;.j
Close up of footing with #5 bar
Inspectors Name Report Date Reviewed By Reviewed Date
Tony Dalzell 11/04/2019 G�Teajalam (TJ) 11/05/2019
Gounden
5270e64939402c42-1572902620122
Distribution Page
Report Number: M7191427.0020
Service Date: 11 /04/19
Report Date: 11/07/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
REINFORCING STEEL OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0021
Service Date: 11/13/19
Report Date: 11 /20/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Partly cloudy
Conducted an inspection of the reinforcing steel for the slab -on -grade at grids A to D/1 to 12, including dropped
slab areas, for size, grade, spacing, quantity and placement. The reinforcing steel conformed to notes on S2.1
and associated details for curbs, hold-downs and HSS supports. Prior to placement, the following items to be
verified:
• Clearances between mats of reinforcement
• Clearance underneath dropped slab reinforcement at grids A/11
• Finish curbs on D-Line per detail 20 on S3.2
PRELIMINARY INSPECTION
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Samuel Larson
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0021
Service Date: 11 /13/19
Report Date: 11/20/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0022A
Service Date: 11/20/19
Report Date: 12/20/19 Revision 1 - 28-day results
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Airf«-con CO"A"
Specified Strength: 4,000
psi @ 28 days
Sample Date:
11/20/19 Sample Time:
0810
Sampled By:
Charles Solway
Mix ID: 60941
Weather Conditions:
390F
Supplier: CalPortland
Accumulative Yards:
136 Batch Size (cy):
9.5
Batch Time: 0746
Plant:
260
Placement Method:
pump hose
Truck No.: 5348
Ticket No.:
2233312
Water Added Before (gal):
Field Test Data
Water Added After (gal):
Sample Location:
Test
Result
Specification
Placement Location:
Slab -on -grade, grid Ines A to D/1
Slump (in):
6 1/2
to12
Air Content (%):
Concrete Temp. (F):
66
Ambient Temp. (F):
39
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Avg Diam. Area
Date Date
Test Load
Strength Fracture
Tested
No. ID (in)
(sq in)
Received Tested
(days) (lbs)
(psi) Type
By
1 1 3.98
12.44
11/21/19 11/27/19
7 84,850
6,820 2
HRB
1 2 3.98
12.44
11/21/19 12/18/19
28 113,480
9,120 1
KWB
1 3 3.97
12.38
11/21/19 12/18/19
28 110,560
8,930 5
KWB
1 4 3.98
12.44
11/21/19 12/18/19
28 115,210
9,260 5
KWB
Average (28 days)
9,100
Initial Cure: Cure Box
Final Cure: Moist
Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000t, 11-16-12, Rev.6 Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0022A
Service Date: 11/20/19
Report Date: 12/20/19 Revision 1 - 28-day results
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Airf«-con CO"A"
Specified Strength: 4,000
psi @ 28 days
Sample Date:
11/20/19 Sample Time:
0920
Sampled By:
Charles Solway
Mix ID: 60941
Weather Conditions:
41 OF
Supplier: CalPortland
Accumulative Yards:
174 Batch Size (cy):
9.5
Batch Time: 0802
Plant:
260
Placement Method:
pump hose
Truck No.: 7675
Ticket No.:
2233335
Water Added Before (gal):
20
Field Test Data
Water Added After (gal):
Sample Location:
Test
Result
Specification
Placement Location:
Slab -on -grade, grid Ines A to D/1
Slump (in):
7 1/2
to12
Air Content (%):
Concrete Temp. (F):
67
Ambient Temp. (F):
41
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Avg Diam. Area
Date Date
Test Load
Strength Fracture
Tested
No. ID (in)
(sq in)
Received Tested
(days) (lbs)
(psi) Type
By
2 1 3.98
12.44
11/21/19 11/27/19
7 73,890
5,940 3
HRB
2 2 3.97
12.38
11/21/19 12/18/19
28 108,180
8,740 5
KWB
2 3 3.97
12.38
11/21/19 12/18/19
28 105,680
8,540 1
KWB
2 4 3.97
12.38
11/21/19 12/18/19
28 108,040
8,730 2
KWB
Average (28 days)
8,670
Initial Cure: Cure Box
Final Cure: Moist
Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
7.5" slump after
water added
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000t, 11-16-12, Rev.6 Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0022A
Service Date: 11/20/19
Report Date: 12/20/19 Revision 1 - 28-day results
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Airf«-con CO"A"
Specified Strength: 4,000
psi @ 28 days
Sample Date:
11/20/19 Sample Time:
1000
Sampled By:
Charles Solway
Mix ID: 60941
Weather Conditions:
41 OF
Supplier: CalPortland
Accumulative Yards:
319.5 Batch Size (cy):
9.5
Batch Time: 0908
Plant:
260
Placement Method:
pump hose
Truck No.: 7647
Ticket No.:
2233471
Water Added Before (gal):
20
Field Test Data
Water Added After (gal):
Sample Location:
Test
Result
Specification
Placement Location:
Slab -on -grade, grid Ines A to D/1
Slump (in):
7
to12
Air Content (%):
Concrete Temp. (F):
67
Ambient Temp. (F):
41
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Avg Diam. Area
Date Date
Test Load
Strength Fracture
Tested
No. ID (in)
(sq in)
Received Tested
(days) (lbs)
(psi) Type
By
3 1 3.98
12.44
11/21/19 11/27/19
7 70,750
5,690 2
HRB
3 2 3.97
12.38
11/21/19 12/18/19
28 93,530
7,560 5
KWB
3 3 3.97
12.38
11/21/19 12/18/19
28 98,430
7,950 5
KWB
3 4 3.97
12.38
11/21/19 12/18/19
28 99,020
8,000 2
KWB
Average (28 days)
7,840
Initial Cure: Cure Box
Final Cure: Moist
Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
7" slump after water added
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000t, 11-16-12, Rev.6 Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0022A
Service Date: 11/20/19
Report Date: 12/20/19 Revision 1 - 28-day results
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Airf«-con CO"A"
Specified Strength: 4,000
psi @ 28
days
Sample Date:
11/20/19 Sample Time: 1125
Sampled By:
Charles Solway
Mix ID: 60941
Weather Conditions:
41 OF
Supplier: CalPortland
Accumulative Yards:
475 Batch Size (cy): 10
Batch Time: 1012
Plant:
260
Placement Method:
pump hose
Truck No.: 7687
Ticket No.:
2233608
Water Added Before (gal):
10
Field Test Data
Water Added After (gal):
Sample Location:
Test
Result
Specification
Placement Location:
Slab -on -grade, grid Ines A to D/1
Slump (in):
6 1/2
to12
Air Content (%):
Concrete Temp. (F):
67
Ambient Temp. (F):
41
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Avg Diam. Area
Date Date
Test Load
Strength Fracture Tested
No. ID (in)
(sq in)
Received Tested
(days) (lbs)
(psi) Type By
4 1 4.00
12.57
11/21/19 11/27/19
7 67,090
5,340 2 HRB
4 2 3.97
12.38
11/21/19 12/18/19
28 103,470
8,360 1 KWB
4 3 3.98
12.44
11/21/19 12/18/19
28 102,770
8,260 5 KWB
4 4 3.98
12.44
11/21/19 12/18/19
28 87,260
7,010 1 KWB
Average (28 days)
7,880
Initial Cure: Cure Box
Final Cure: Moist
Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
6.5" slump after
water added
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000t, 11-16-12, Rev.6 Page 4 of 4
Distribution Page
Report Number: M7191427.0022A
Service Date: 11 /20/19
Report Date: 12/20/19 Revision 1 - 28-day results
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
POST -INSTALLED ANCHORS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0024
Service Date: 12/11/19
Report Date: 12/17/19
20225 Cedar Vallev Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Client
Project
Edmonds Senior Center
Edmonds Senior Center Activity Center
Attn: Daniel Johnson
220 Railroad Ave
220 Railroad Ave
Edmond, WA
PO Box 717
Edmonds, WA 98020
Project No.: M7191427
Permit No.: BLD2018-1658 Weather: Overcast
Samples: N/A
Monitored epoxy grouting of deformed reinforcing steel into the existing exterior slab -on -grade at the northwest
corner of the building for entry stairs curbs. Verified per the approved General Notes on S0.2. The holes were
drilled and cleaned prior to epoxy installation using Simpson AT-XP10 (Lot 1000059074, expiration 10/2020) per
the manufacturer's written instructions.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Mark Schrader
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0024
Service Date: 12/11 /19
Report Date: 12/17/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0025
Service Date: 12/16/19
Report Date: 12/27/19
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: (4) 4x8" cylinders
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Cloudy
Performed reinforcing steel inspection for the vestibule 8" stem walls at the Level 1 vestibule at grid lines A.5/11.
Verified the reinforcing steel and hold-downs were placed per the approved contract documents, details S2.1,
S5.1 and S6.6, and per specifications.
Observed the placement of (2) cubic yards of CalPortland concrete mix 61818 for the vestibule 8" stem walls
noted above. The concrete was placed via direct discharge and mechanically vibrated for consolidation. A
sample was taken with (1) set of (4) 4x8" cylinders cast for compressive strength testing (4000 psi at 28 days
required).
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Additional Inspector on site: Jacob Lee
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Randal Dohrman
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0025
Service Date: 12/16/19
Report Date: 12/27/19
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0025A
Service Date: 12/16/19
Report Date: 01/15/20 Revision 1 - 28-day results
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 61818
Supplier: CalPortland
Batch Time: 0800 Plant: 260
Truck No.: 8457 Ticket No.: 2248912
Field Test Data
Test Result
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Specification
3 -7
55-90
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Airf«-con CO"A"
12/16/19 Sample Time: 0900
Randal Dohrman
Cloudy
2 Batch Size (cy): 2
Direct Discharge
truck chute
8" curb walls at the vestibule
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Avg Diam.
Area
Date
Date
Test
Load
Strength
Fracture
Tested
No. ID (in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
By
1 1 3.98
12.44
12/18/19
12/23/19
7
60,450
4,860
2
KWB
1 2 3.98
12.44
12/18/19
01/13/20
28
79,320
6,380
2
MRS
1 3 3.99
12.5
12/18/19
01/13/20
28
80,370
6,430
3
MRS
1 4 3.99
12.5
12/18/19
01/13/20
28
78,440
6,270
2
MRS
Average
(28 days)
6,360
Initial Cure: Cure Box
Final Cure: Moist Room
Min Temp: 58
Max Temp:
60
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Randal Dohrman
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000t, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
MAYES TESTING ENGINEERS
Report Number: M7191427.0025A nlre'rracon COMPANY
Service Date: 12/16/19 20225 Cedar Valley Rd Ste 110
Report Date: 01/15/20 Revision 1 - 28-day results Lynnwood, WA 98036-6365
Task: 425-742-9360
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Greg Jackson
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
WOOD FRAME OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0027
Service Date: 01/17/20
Report Date: 01 /21 /20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Cloudy
Inspected diaphragm nailing of shear walls for nail size, nail spacing, sheeting size and sheeting grade, from
slab -on -grade to Level 2 at grid lines B to D/1 to 12 and A to D/1 to 2, per schedule S2.2 and detail 20/S6.3.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Harold Edmonds
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
MAYES TESTING ENGINEERS
Report Number: M7191427.0027 nlre'rracon COMPANY
Service Date: 01/17/20 20225 Cedar Valley Rd Ste 110
Report Date: 01/21/20 Lynnwood, WA98036-6365
Task: 425-742-9360
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
WOOD FRAME OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0028
Service Date: 01/22/20
Report Date: 01 /27/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
On site for the following.
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Rain
Verified sheathing, nailing and stud pack nailing of (2) shear walls (Type 4) on the 2nd level at grid lines 1/B.2 to
D. Walls inspected were laying horizontal on the deck as they will be sheathed with DensGlass®. Verified that
walls were per schedule of 20/S6.0.
Verified 2nd floor diaphragm sheathing, nailing and straps at grid lines 1 to 12/13.3 to D. Per note 2 of S2.3, 3/4"
rated tongue -and -groove sheathing with 10d nails at 4" on center at supported edges and 12" on center field.
Diaphragm perimeter nailing is 2" on center staggered. During inspection, any areas found lacking nails were
completed prior to departure.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: David Bernier
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0028
Service Date: 01 /22/20
Report Date: 01 /27/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
WOOD FRAME OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0029
Service Date: 02/10/20
Report Date: 02/16/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Clear
Inspection of diaphragm, blocked diaphragm and drag strut strapping. Diaphragm, blocked diaphragm and
strapping are installed per plan. Location: L2 diaphragm at grid lines A to B from 1 to 10.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Barry Tuttle
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0029
Service Date: 02/10/20
Report Date: 02/16/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GENERAL OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0030
Service Date: 02/18/20
Report Date: 02/24/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Clear
Monitored epoxy grouting of deformed reinforcing steel bars into the existing footing at the south building perimeter
curbs for the walkway. Verified per the approved General Notes on S0.2 and 17/S3.2. The holes were drilled and
cleaned, and epoxy installed per the manufacturers instructions. The epoxy used was Simpson SET-XP22 (lot
#1000062075, expiration 11/11/21).
Verified the diaphragm nailing on the shiplap layer on the roof diaphragm. The diaphragm was verified between
grid lines D to C/1 to 12 and found to be in general conformance with the approved plans. Verified per Note 4 on
plan page S2.4 and RFI 88.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Mark Schrader
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list
Reviewed By:
Timothy G. Beckerle, PE
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000l, 10-16-13, Rev.10 Page 1 of 1
Distribution Page
Report Number: M7191427.0030
Service Date: 02/18/20
Report Date: 02/24/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0031
Service Date: 02/21/20
Report Date: 02/27/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: (4) 4x8" cylinders
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Sunny
Performed final reinforcing steel inspection for the South Alley slab -on -grade perimeter wall. Verified the
reinforcing steel was placed per the approved contract documents details 4/A1.2, 17/S3.2 and per specifications.
Observed placement of (13.5) cubic yards of CalPortland concrete mix 3344 for the South Alley slab -on -grade
perimeter wall noted above. Concrete was placed by concrete pump truck and mechanically vibrated for
consolidation. A sample was taken with a set of (4) 4x8" cylinders cast for compressive strength testing (4,000 psi
at 28 days required). Field test results as follows:
Ambient Temperature — 50°F
Concrete Temperature — 640F
Slump — 5.5"
Air Content — 5.5%
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Randal Dohrman
Reported to: WG Clark Construction Co
Contractor: WG Clark Construction Co
Report Distribution:
See attached distribution list.
Reviewed By: -emu
Kevin Graham
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0031
Service Date: 02/21 /20
Report Date: 02/27/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0031A
Service Date: 02/21/20
Report Date: 03/03/20
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Edmonds Senior Center Edmonds Senior Center Activity Center
Attn: Daniel Johnson 220 Railroad Ave
220 Railroad Ave Edmond, WA
PO Box 717
Edmonds, WA 98020 Permit No.: BLD2018-1658
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 3344
Supplier: CalPortland
Batch Time: 1330 Plant: 260
Truck No.: 7665 Ticket No.: 2288020
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 1/2
67
48
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Airf«-con CO"A"
02/21/20 Sample Time: 1430
Randal Dohrman
Sunny
9.5 Batch Size (cy): 9.5
Pump
truck chute
South Alley slab -on -grade perimeter
wall
Laboratory Test Data Age at Maximum Compressive
Set
Specimen Avg Diam. Area
Date
Date
Test
Load Strength
Fracture Tested
No.
ID (in) (sq in)
Received
Tested
(days)
(lbs) (psi)
Type By
1
1 3.99 12.5
02/22/20
02/28/20
7
53,810 4,300
2 ZAJ
1
2
02/22/20
03/20/20
28
1
3
02/22/20
03/20/20
28
1
4
02/22/20
03/20/20
28
Initial
Cure: Cure Box
Final Cure: Moist Room
Min Temp: 52
Max Temp: 60
Comments: Not tested for plastic unit weight.
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Randal Dohrman
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000t, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0031A
Service Date: 02/21 /20
Report Date: 03/03/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
WOOD FRAME OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0032
Service Date: 03/05/20
Report Date: 03/09/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmond, WA
Project No.
Weather:
M7191427
Cloudy
Roof sheathing diaphragm between grid lines B and D from 1 to 12, reference S2.4, regarding fastening of 19/32
sheathing over 3X tongue and groove car decking. Verified minimum required CMST14 or CMST12 strapping
and A35 connectors for 8x8 members at the skylight openings, meeting RFI 315. Observed screw fastening and
10d nail fastening to follow note 4/S2.4, less the contractor was asked by this inspector to clarify with the
engineer -of -record if sheathing panel edge nailing only of 6" on center done in the field is adequate but unable to
get response from engineer -of -record, outside of struts, shear walls and at perimeter. Note: On standby time to
verify corrections of missing Simpson 1/4" diameter x 6" long SIDS screws at 3" on center staggered and shear
walls and struts resolved, as well as missing diaphragm perimeter edge nailing at 2-1/2" on center resolved this
visit.
PRELIMINARY INSPECTION
This field report is preliminary pending engineer -of -record review for atypical sheathing panel edge nailing.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Todd Wirtz
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0032
Service Date: 03/05/20
Report Date: 03/09/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
WOOD FRAME OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0033
Service Date: 03/06/20
Report Date: 03/16/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Rain, 41 °F
On site for inspection of roof diaphragm installed on top of 3" tongue -and -groove decking. Diaphragm consists of
5/8" APA-rated tongue -and -groove plywood with 10d nailing (.148 x 2-1/4") with 12" on center field nailing, per
note 4/S2.4. RFI 119 confirms that the edge nailing should be 3" on center at all panel edges. Note 4/S2.4 also
calls for 1/4" x 6" SDS screws at 3" on center staggered at diaphragm boundary, interior and exterior shear walls
and on top of struts.
Today, all sheathing, nailing and screws were verified in the area of grid lines B to D/1 to 12.
Preliminary Item. In the area of grid lines A to B/1 to 12, contractor ran out of sheathing for approximately last 6'
along A -line. Of the sheathing installed, verified nailing and nailing patterns. SDS screws still need to be
installed along north, south and west boundaries, and on top of exterior shear walls and struts.
CORRECTIVE ACTIONS TAKEN
This report clears Mayes Testing Engineers report M7191427.0032, service date 03/05/20.
PRELIMINARY INSPECTION
Pending completion of sheathing.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Charles Solway
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0033
Service Date: 03/06/20
Report Date: 03/16/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
WOOD FRAME OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0034
Service Date: 03/09/20
Report Date: 03/16/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Sunny
Reviewed report 0033 and continued inspection of the floor diaphragm nailing and installation of 1/4" diameter x 6"
long SIDS screws and found per plans and RFI's. Inspected the CMST12 straps (CMST14 was required) and the
A35 clips into the 8x8 timber framing for the skylights and found per RFI 105. Inspected the parapet walls at grid
lines D/6.8 to 8.5, 12/13 to C and 1/13.2 to C. Inspected the Simpson DTT12 clips with the 3/8" lag screws installed
through the 3" car decking and into beams below at 16" on center, also noted that SDWH screws from the bottom
plate to decking below were installed. The contractor requested this inspection for today as the roofers were on
site and were going to be covering this hardware, found per structural detail 4 on S6.1.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Michael Mattox
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0034
Service Date: 03/09/20
Report Date: 03/16/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
POST -INSTALLED ANCHORS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0035
Service Date: 03/11/20
Report Date: 03/17/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
On site for the following inspections:
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Inside
1) Post -installed anchors at grid lines 1 to 2/A.8 to B.2 and south wall. The anchors were installed per RFI
113 and detail 17/S3.2. Holes were drilled to depth and cleaned. Simpson SET-XP was placed and bars
inserted. Epoxy expiration date is 09/2021. Approximately (110) bars were installed. Contractor installed
slab reinforcing, per RFI 113, prior to inspector departing site.
2) Post -installed anchors at the shear walls on Level 1, per RFI 068. Holes were drilled to depth and
cleaned. Hilti HIT-HY 200-R epoxy was placed and all -thread anchor inserted. Epoxy expiration date is
12/2020. Anchors were spaced per detail 20/S6.3 for 5/8" diameter anchors.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: David Bernier
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0035
Service Date: 03/11 /20
Report Date: 03/17/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0039A
Service Date: 03/19/20
Report Date: 03/27/20
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Airf«-con CO"A"
Edmonds Senior Center
Edmonds Senior Center Activity Center
Attn: Daniel Johnson
220 Railroad Ave
220 Railroad Ave
Edmonds, WA
PO Box 717
Edmonds, WA 98020
Permit No.: BLD2018-1658
Material Information
Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 3344
Supplier: CalPortland
Batch Time: 0909 Plant: 260
Truck No.: 1759 Ticket No.: 2307079
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Set Specimen Avg Diam.
No. ID (in)
1 1 3.99
1 2
1 3
1 4
Initial Cure: Cure Box
Result Specification
5 3/4
71
45
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at Maximum
Area Date
Date
Test Load
(sq in) Received
Tested
(days) (lbs)
12.5 03/20/20
03/26/20
7 47,070
03/20/20
04/16/20
28
03/20/20
04/16/20
28
03/20/20
04/16/20
28
Final Cure: Moist Room
Comments: Not tested for plastic unit weight.
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Michael Mattox
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
03/19/20 Sample Time: 0943
Michael Mattox
Sunny
10 Batch Size (cy): 10
Pump
10
0
South Sidewalk
Compressive
Strength Fracture Tested
(psi) Type By
3,760 2 MRS
Reviewed By: _
Heath Defo
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000t, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0039A
Service Date: 03/19/20
Report Date: 03/27/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0039A
Service Date: 03/19/20
Report Date: 04/17/20 Revision 1 - 28-day results
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Airf«-con CO"A"
Edmonds Senior Center
Edmonds Senior Center Activity Center
Attn: Daniel Johnson
220 Railroad Ave
220 Railroad Ave
Edmonds, WA
PO Box 717
Edmonds, WA 98020
Permit No.: BLD2018-1658
Material Information
Sample Information
Specified Strength: 4,000
psi @ 28
days Sample Date:
03/19/20 Sample Time:
0943
Sampled By:
Michael Mattox
Mix ID: 3344
Weather Conditions:
Sunny
Supplier: CalPortland
Accumulative Yards:
10 Batch Size (cy):
10
Batch Time: 0909
Plant:
260 Placement Method:
Pump
Truck No.: 1759
Ticket No.:
2307079 Water Added Before (gal):
10
Water Added After (gal):
0
Field Test Data
Sample Location:
Test
Result
Specification Placement Location:
South sidewalk
Slump (in):
5 3/4
Air Content (%):
Concrete Temp. (F):
71
Ambient Temp. (F):
45
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Avg Diam. Area
Date Date Test Load
Strength Fracture
Tested
No. ID (in)
(sq in)
Received Tested (days) (lbs)
(psi) Type
By
1 1 3.99
12.5
03/20/20 03/26/20 7 47,070
3,760 2
MRS
1 2 3.99
12.5
03/20/20 04/16/20 28 62,280
4,980 2
HRB
1 3 3.99
12.5
03/20/20 04/16/20 28 62,450
4,990 2
HRB
1 4 3.99
12.5
03/20/20 04/16/20 28 61,250
4,900 2
HRB
Average (28 days)
4,960
Initial Cure: Cure Box
Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Michael Mattox
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Heath Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000t, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
MAYES TESTING ENGINEERS
Report Number: M7191427.0039A nlrerracon COMPANY
Service Date: 03/19/20 20225 Cedar Valley Rd Ste 110
Report Date: 04/17/20 Revision 1 - 28-day results Lynnwood, WA 98036-6365
Task: 425-742-9360
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
WOOD FRAME OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0040
Service Date: 03/20/20
Report Date: 03/26/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Sunny
Continued with lateral wood framing inspections per schedule S6.3 and RFI 42 for wall sheathing, panel edge and
field nailing, framing at adjacent panel edges, (2) 2X framing nailing, bottom plate nailing, alternate bottom plate
connection to framing, top plate connection at the following shear wall locations: Level 1 at SW2 grid lines 12/B
to C; SW4's at NW corner; 2SW3 and 2SW2 at grid lines A/9 to 10 and 10/A to A.5; 2SW2 at grid lines B/5 to 6,
2.5 to 4 and 8 to 9; 2SW2 at grid lines C/11 to 12; 2SW2 at grid lines 10.5/C to D; 2SW2 at grid lines 6.7/C to D;
and 2SW4 at grid lines C.25/2 to 3. Installations meet contract documents. Note: Hold-downs and anchor bolt
inspections were previously inspected; the second side sheathing inspection will be performed later after MEP
final inspection by the City of Edmonds.
Continued with lateral wood framing inspections per schedule S6.3 and RFI 42 for wall sheathing, panel edge and
field nailing, framing at adjacent panel edges, (2) 2X framing nailing, bottom plate nailing, alternate bottom plate
connection to framing, top plate connection at the following shear wall locations: Level 2 at 2SW4 grid lines
2.2/13.25 to B.75; 2SW4 at grid lines 2.7/13.25 to B.75; 2SW4 at grid lines B.7/2.2 to 2.7; 2SW4 at grid lines 2.7/A.8
to B; SW2 at grid lines 13/2.75 to 3.75, 5.5 to 6.75 and 6.75 to 7.5; 2SW4 at grid lines C/10.5 to 11.75; SW2 at grid
lines 12C.25 to C.5; SW4 at grid lines D/10.5 to 11.25; 2SW4 at grid lines C.1/4.5 to 6; 2SW4 at grid lines B.75/C
to D. Note: Hold-downs and anchor bolt inspections were previously inspected; the second side sheathing
inspection will be performed later after MEP final inspection by the City of Edmonds.
Verified GLB bolted connections at roof plan S2.4 and pertinent details to be completed.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Todd Wirtz
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0040
Service Date: 03/20/20
Report Date: 03/26/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
WOOD FRAME OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0041
Service Date: 03/26/20
Report Date: 03/30/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Cloudy
Reviewed detail 4 on S6.1 for the parapet wall straps on the exterior of the building at 1-line from B.3 to C, south
elevation. Found LSTA21 straps were nailed over the sheathing at the studs, and the wall in this area was also
nailed per the shear wall schedule.
Inspected (1) sheet of sheathing that was missing on a previous inspection for shear wall nailing as follows: grid
lines A 3 to 4 and A 9 to 10. Noted that the contractor used nail spacing 2/12 for the scheduled SW3 and found
work to be per plans.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Michael Mattox
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0041
Service Date: 03/26/20
Report Date: 03/30/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
A Irerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
SAMPLE PICK-UP REPORT MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0043
Service Date: 03/25/20 20225 Cedar Valley Rd Ste 110
Report Date: 05/11/20 Revision 1 - Transferred from M7191337.0005 Lynnwood, WA 98036-6365
425-742-9360
Client
Project
Edmonds Senior Center
Edmonds Senior Center Activity Center
Attn: Daniel Johnson
220 Railroad Ave
220 Railroad Ave
Edmonds, WA
PO Box 717
Edmonds, WA 98020
Project No.: M7191427
Permit No.: BLD2018-1658 Weather: Overcast, high 40's
Samples: (1) sample of 5/8" crushed rock (Proctor)
Took a sample of imported 5/8" crushed rock material from the on -site stockpile and transported to Mayes Testing
Engineers Lynnwood, WA laboratory for optimum moisture -density determination testing (Proctor).
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Karl Pauly
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
MAYES TESTING ENGINEERS
Report Number: M7191427.0043 nlrerracon COMPANY
Service Date: 03/25/20 20225 Cedar Valley Rd Ste 110
Report Date: 05/11/20 Revision 1 - Transferred from M7191337.0005 Lynnwood, WA 98036-6365
Task: 425-742-9360
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
EARTHWORK OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0044
Service Date: 03/26/20
Report Date: 05/11/20 Revision 1 - Transferred from M7191337.0007
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Overcast
On site to perform field density testing on waterline trench (12'x15'x4' deep) imported backfill subgrade. May
Valley Excavation performed the earthwork.
Soil Fill Placement Observation
At the time of arrival, noticed the material to be used as fill at the area were import materials visually classified as
5/8" crushed rock. Material was observed to be adequately moisture -conditioned and placed in lifts approximately
1' thick. Compaction efforts were applied utilizing a HoPac. The fill placed was observed to be firm and stable
after the compaction efforts. Field density tests were conducted utilizing a nuclear density gauge. The test results
met the minimum specified compaction requirement of 95%. Refer to the attached Field Density Test Report for
individual test data.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Babatunde Soyinka
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
MAYES TESTING ENGINEERS
.Wrommw s,,, -
20225 Cedar }Val lay Road Suite 110 Ph 425.742.9360
L}-nnwood. WA 98036 Fax 425 745 1737
SOIL
FIELD DENSITY TEST REPORT
Page 1 of 1
Project No.: M7191427 Date: 03/27/20
Project: Edmonds Sr. Center Activity Center
Inspector: Babatunde O. (Jimi) Soyinka
Test
No.
Location
Depth or
Elevation
(feet)
Probe
Depth
(inches)
Moisture (%)
Dry Density (lb/cu.ft.)
Compaction
(%)
Compaction
Requirement
Minimum (%)
Pass
Fail
Type of Material and
Use
Optimum
Optimum
Corrected
Field
Test
Maximum
Corrected
Field
Test
1
Waterline utility trench
2
10
6.1
6.1
5.8
133.4
133.4
126.8
95%
95
X
5/8" crushed gravel
2
Waterline utility trench
1
12
6.1
6.1
5.4
133.4
133.4
127.5
96%
95
X
5/8" crushed gravel
3
Waterline utility trench
SG
12
6.1
6.1
5.7
133.4
133.4
127.4
96%
95
X
5/8" crushed gravel
Compaction Standard Used
WSDOT T606 WSDOT FOP for AASHTO T180 F ASTM D698 ASTM D 1557 X
Compaction Test Method Used
WSDOT FOP for AASHTO T310 ASTM D6938 X
Comments:
MTE Nuclear Gauge No.: 38115 Density Std. Count: 2356
Moisture Std. Count: 657
MTE 1400-2C, Rev 4,11.01.17
Distribution Page
MAYES TESTING ENGINEERS
Report Number: M7191427.0044 nlrerracon COMPANY
Service Date: 03/26/20 20225 Cedar Valley Rd Ste 110
Report Date: 05/11/20 Revision 1 - Transferred from M7191337.0007 Lynnwood, WA 98036-6365
Task: 425-742-9360
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
STRUCTURAL STEEL OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0045
Service Date: 05/07/20
Report Date: 05/11/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLDG2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Clear, 50s
Inspected the field welding of the Level 2 East and North canopy C-channel and HSS connections. The welding
was inspected per plan pages S2.3 and S5.1, and RFI's 54 and 73. The North canopy is on grid line 12 from B to
13.5. The East canopies are on grid line D from 5.5 to 6.7, and grid line D from 8.5 to 11.5. Inspected the C-
channel to framing connections, the HSS to framing and to C-channel connections. The field welds conformed to
the project documents and were visually acceptable per AWS D1.1.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Carl Harrington
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
Reviewed By:
Heath Defoor, PE
Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0045
Service Date: 05/07/20
Report Date: 05/11/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Nekia Williams -Wolfe
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GENERAL OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0047
Service Date: 05/21/20
Report Date: 05/27/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: (4) 4x8" cylinders
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Rainy
Inspected reinforcing steel and observed the placement of approximately (8.5) cubic yards of CalPortland mix
61818 concrete at the grease inceptor vault slab. The concrete was placed by bucket and mechanically
consolidated. Cast (1) set of (4) 4x8" lab -cure cylinders for compressive strength testing. The reinforcing steel
appears to be as shown on detail 6/CB3.3.
The scheduled epoxy -grouted anchors inspection was canceled.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: John Chebul
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. —
Reviewed By: --
Heath Defoor, PE
Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusiveiy for fhe use of fhe client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0047
Service Date: 05/21 /20
Report Date: 05/27/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Matthew Raskasky
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0047A
Service Date: 05/21/20
Report Date: 06/01/20
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Airf«-con CO"A"
Edmonds Senior Center
Edmonds Senior Center Activity Center
Attn: Daniel Johnson
220 Railroad Ave
220 Railroad Ave
Edmonds, WA
PO Box 717
Edmonds, WA 98020
Permit No.: BLD2018-1658
Material Information
Sample Information
Specified Strength: 5,000 psi @ 28 days
Mix ID: 61818
Supplier: CalPortland
Batch Time: Plant:
Truck No.: 7670 Ticket No.: 2332653
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Result Specification
4
70
57
Set Specimen Avg Diam.
No. ID (in) _
1 a 3.99
1 b
1 c
1 d
Initial Cure: Outside Plastic Lids
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at Maximum
Area Date
Date
Test Load
(sq in) Received
Tested
(days) (lbs)
12.5 05/22/20
05/28/20
7 66,560
05/22/20
06/18/20
28
05/22/20
06/18/20
28
05/22/20
06/18/20
28
Final Cure: Moist Room
Comments: Not tested for plastic unit weight.
Loader bucket.
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: John Chebul
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list.
05/21/20 Sample Time:
John Chebul
Rain
4.5 of 8.5 Batch Size (cy):
Other (Please see Comments)
0
Grease interceptor vault slab.
4.5
Compressive
Strength Fracture Tested
(psi) Type By
5,320 2 HRB
Reviewed By: 4-4-
th Defoor, PE
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000t, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0047A
Service Date: 05/21 /20
Report Date: 06/01 /20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Matthew Raskasky
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MAYES TESTING ENGINEERS
Report Number: M7191427.0047A
Service Date: 05/21/20
Report Date: 06/19/20 Revision 1 - 28-day results
Task:
Client
Project - M7191427
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Airf«-con CO"A"
Edmonds Senior Center
Edmonds Senior Center Activity Center
Attn: Daniel Johnson
220 Railroad Ave
220 Railroad Ave
Edmonds, WA
PO Box 717
Edmonds, WA 98020
Permit No.: BLD2018-1658
Material Information
Sample Information
Specified Strength: 5,000
psi @ 28
days Sample Date:
05/21/20 Sample Time:
Sampled By:
John Chebul
Mix ID: 61818
Weather Conditions:
Rain
Supplier: CalPortland
Accumulative Yards:
4.5 of 8.5 Batch Size (cy):
4.5
Batch Time:
Plant:
Placement Method:
Other (Please see Comments)
Truck No.: 7670
Ticket No.:
2332653 Water Added Before (gal):
0
Field Test Data
Water Added After (gal):
Sample Location:
Test
Result
Specification Placement Location:
Grease interceptor vault slab.
Slump (in):
4
Air Content (%):
Concrete Temp. (F):
70
Ambient Temp. (F):
57
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Avg Diam. Area
Date Date Test Load
Strength Fracture
Tested
No. ID (in)
(sq in)
Received Tested (days) (lbs)
(psi) Type
By
1 a 3.99
12.5
05/22/20 05/28/20 7 66,560
5,320 2
HRB
1 b 3.99
12.5
05/22/20 06/18/20 28 93,690
7,490 2
HRB
1 c 3.98
12.44
05/22/20 06/18/20 28 89,100
7,160 5
HRB
1 d 3.99
12.5
05/22/20 06/18/20 28 86,020
6,880 2
HRB
Average (28 days)
7,180
Initial Cure: Outside Plastic
Lids
Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Loader bucket
Samples Made By: Mayes/Terracon
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: John Chebul
Reported To:
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. Reviewed By:
Thomas Cain
Senior Project Field Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR000t, 11-16-12, Rev.6 Page 1 of 1
Distribution Page
Report Number: M7191427.0047A
Service Date: 05/21 /20
Report Date: 06/19/20 Revision 1 - 28-day results
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Matthew Raskasky
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
EARTHWORK OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0048
Service Date: 06/10/20
Report Date: 06/12/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLDG2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.: M7191427
Weather: Partly cloudy, 60's
Picked up a density moisture gauge at the Mayes Testing Engineers (MTE) Lynnwood Lab and transported it to
the project site. Inspected the compaction of the backfill placed at the new grease interceptor structure on the
east side of the building. The fill material is Type 17 gray sand with gravel, with a Proctor density of 131.9 per
cubic foot at 5.9% optimal moisture content (MTE Lab Number 4663). The material was placed by excavator in
approximately 1' lifts and compacted with a hoe -pack. Per the email from Sean Gertz, Landau Associates, dated
06/10/20, the minimum compaction specification is 90%. The material was placed from 7' below the top of the
structure to 4' below the top of the structure. The material placed today met the 90% minimum compaction
specification. See the attached Soil Field Density Test Report for locations and results. Returned the density
moisture gauge to the MTE Lynnwood Lab.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Carl Harrington
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. C n
Reviewed By:
Thomas Cain
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
MAYES TESTING ENGINEERS
• JHJ2LLII144W W
20225 Cedar Val lay Road. Sute 110 Ph 426.742.9360
Lynnwood. WA 98036 Fax 425 74!5 1737
SOIL
FIELD DENSITY TEST REPORT
Project No.:
Project:
Inspector:
Page 1 of 1
M7171427 Date: 06/10/20
Edmonds Senior Center Activity Center
Carl Harrinqton
Test
No.
Location
Depth or
Elevation
(feet)
Probe
Depth
(inches)
Moisture (%)
Dry Density (ib/cu.ft.)
Compaction
(%)
Compaction
Requirement
Minimum (%)
Pass
Fail
Type of Material and
Use
Optimum
Optimum
Corrected
Field
Test
Maximum
Corrected
Field
Test
1
Grease Interceptor
TOS -6'
12
5.9
5.9
4.8
131.9
131.9
126.5
96%
90
X
Type 17
2
Grease Interceptor
TOS -5'
12
5.9
5.9
3.9
131.9
131.9
129.1
98%
90
X
Type 17
3
Grease Interceptor
TOS 4
12
5.9
5.9
3.2
131.9
131.9
127.9
97%
90
X
Type 17
Compaction Standard Used
WSDOT T606 WSDOT FOP for AASHTO T180 ASTM D698 ASTM D 1557 X
Compaction Test Method Used
WSDOT FOP for AASHTO T310 1 1 ASTM D6938 X
Comments: Backfill at grease interceptor structure, east side of building.
MTE Nuclear Gauge No.:
ToD of Structure=TOS
24 Density Std. Count: 2027
Moisture Std. Count: 673
MTE 1400-2C, Rev 4, 11.01.17
Distribution Page
Report Number: M7191427.0048
Service Date: 06/10/20
Report Date: 06/12/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Matthew Raskasky
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
WOOD FRAME OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0049
Service Date: 06/10/20
Report Date: 06/12/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Indoors
Verified sheathing and nailing of the second side of shear walls designated Type 2SW2 and Type 2SW4 on the
Second Level at grid lines 10/A-A.2 and 2.7/13.3-13.6. The sheathing and nailing were per the schedule in detail
20/S6.3.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: David Bernier
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. C n
Reviewed By:
Thomas Cain
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0049
Service Date: 06/10/20
Report Date: 06/12/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Matthew Raskasky
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
WOOD FRAME OBSERVATIONS REPORT
Report Number: M7191427.0050
Service Date: 06/11/20
Report Date: 06/15/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
MAYES TESTING ENGINEERS
nlrerracan cmernxv
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Cloudy
On Level 2 at shear wall type 2SW4 (second side) along grids 2.6/A-B (reference S2.3 and S6.3 shear wall
schedule), the sheathing, panel edge and field nailing were verified per the shear wall schedule.
Top plate clips that were installed prior to second side sheathing per photo below:
''�
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.10 Page 1 of 2
WOOD FRAME OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0050
Service Date: 06/11/20
Report Date: 06/15/20
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Client
Project
Edmonds Senior Center
Edmonds Senior Center Activity Center
Attn: Daniel Johnson
220 Railroad Ave
220 Railroad Ave
Edmonds, WA
PO Box 717
Edmonds. WA 98020
Proiect No.: M7191427
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Todd Wirtz
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. C n
Reviewed By:
Thomas Cain
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 2 of 2
Distribution Page
Report Number: M7191427.0050
Service Date: 06/11 /20
Report Date: 06/15/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Matthew Raskasky
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GENERAL OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0051
Service Date: 06/29/20
Report Date: 07/07/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Cloudy
Inspected second side diaphragm nailing of 2SW4 shear walls from Level 2 to roof at grids B-C/2-3, C/4-6,
C/10.5-12 and C-D/6.6 for nail size, nail spacing, sheathing size and sheathing grade, per detail 20/S6.3.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Harold Edmonds
Reported to: WG Clark Construction Co.
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. C n
Reviewed By:
Thomas Cain
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0051
Service Date: 06/29/20
Report Date: 07/07/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Robert Drucker
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Matthew Raskasky
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
GENERAL OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0053
Service Date: 07/17/20
Report Date: 07/20/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Inside
Inspection of second side of double sided shear walls. Shear nailing was installed per schedule. Location: L1
shear walls at grid lines B.3 to D from 1 to 12.
Observed installation of 3/4" all -thread epoxy anchor bolts. Holes were drilled to 8-1/2" of embedment, per detail
5/S5.1. and cleaned per specification. The epoxy used was Hilti HIT HY 20OR (lot # 175927L2, expiration
02/2021). Location: anchor bolts for north stair.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Barry Tuttle
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. C n
Reviewed By:
Thomas Cain
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0053
Service Date: 07/17/20
Report Date: 07/20/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Robert Drucker
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Matthew Raskasky
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
WOOD FRAME OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0054
Service Date: 07/31/20
Report Date: 08/05/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Clear
Inspected the second side of the Level 1 double -sided shear walls at grids 2.5-10/A-13. Shear nailing was
installed per schedule on detail 20/S6.3.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Barry Tuttle
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. C n
Reviewed By:
Thomas Cain
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0054
Service Date: 07/31 /20
Report Date: 08/05/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Robert Drucker
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Matthew Raskasky
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
EARTHWORK OBSERVATION REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0055
Service Date: 07/01/20
Report Date: 08/06/20 Revision 1 - Transferred from M7191337.0023
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Overcast
On site to perform field density testing on frontage sewage line using imported backfill up to subgrade, close to
Railroad Avenue. WG Clark Construction Company performed the earthwork activities.
Soil Fill Placement Observation
At the time of arrival, noticed the material to be used as fill at the area was import material visually classified as
recycled concrete. Material was observed to be adequately moisture -conditioned and placed in lifts
approximately 1' thick. Compacting efforts were applied utilizing a HoPac and hand plate compactor. The fill
placed was observed to be firm and stable after the compaction efforts. Field density tests were conducted
utilizing a nuclear density gauge. The test results met the minimum specified compaction requirement of 95%.
Refer to the attached Field Density Test Report for individual test data.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Babatunde Soyinka
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. C n
Reviewed By:
Thomas Cain
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
MAYES TESTING ENGINEERS
.lfnraccn ca—
20225 Cedar Valley: Road Suple 110 Ph 425.742.9360
Lynnwood. WA 98036 Fax 425 745 1737
SOIL
FIELD DENSITY TEST REPORT
Page 1 of 1
Project No.: M7191427 Date: 7/1/2020
Project: Edmonds Senior Center Activity Center
Inspector: Jimi Soyinka
Test
No.
Location
Depth or
Elevation
(feet)
Probe
Depth
(inches)
Moisture (%)
Dry Density (Ib/cu.ft.)
Compaction
(%)
Compaction
Requirement
Minimum (%)
Pass
Fail
Type of Material and
Use
Optimum
Optimum
Corrected
Field
Test
Maximum
Corrected
Field
Test
1
Sewage/Railroad Ave.
SG
10
5.9
5.9
5.1
131.9
131.9
124.8
95%
95
Recycled conc.
2
Sewage/Railroad Ave.
SG
10
5.9
5.9
4.6
131.9
131.9
125
95%
95
Recycled conc.
Compaction Standard Used
WSDOT T606 WSDOT FOP for AASHTO T180 ASTM D698 ASTM D 1557 X
Compaction Test Method Used
WSDOT FOP for AASHTO T310 ASTM D6938 X
Comments:
MTE Nuclear Gauge No.: 20939 Density Std. Count: 1578 Moisture Std. Count: 543
MTE 1400-2C, Rev 4, 11.01.17
Distribution Page
Report Number: M7191427.0055
Service Date: 07/01 /20
Report Date: 08/06/20 Revision 1 - Transferred from M7191337.0023
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Robert Drucker
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Matthew Raskasky
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
MASONRY OBSERVATIONS REPORT
MAYES TESTING ENGINEERS
nlrerracan cmernxv
Report Number: M7191427.0056
Service Date: 08/31/20
Report Date: 09/16/20
Client
Edmonds Senior Center
Attn: Daniel Johnson
220 Railroad Ave
PO Box 717
Edmonds. WA 98020
Permit No.: BLD2018-1658
Samples: N/A
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Project
Edmonds Senior Center Activity Center
220 Railroad Ave
Edmonds, WA
Project No.
Weather:
M7191427
Observed placement of, and verified special inspection requirements for, the exterior stone cladding/veneer of the
building. The contractor was installing materials using industry standard practices and manufacturer instructions,
as well as following project specifications.
Per the project plan sheet S0.5 "Inspection Schedule", notes 1 and 2 under "Nonstructural Components" state
that no special inspection is required for exterior cladding/veneer less than 30' in total height. The building
surface receiving cladding/veneer is 253-3/8" in height; and therefore, no special inspection is required.
To the best of our knowledge, the items inspected today are in conformance with approved plans and
specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Phil Dupont
Reported to: WG Clark Construction Company
Contractor: WG Clark Construction Co.
Report Distribution:
See attached distribution list. C n
Reviewed By:
Thomas Cain
Senior Project Field Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000t, 10-16-13, Rev.lo Page 1 of 1
Distribution Page
Report Number: M7191427.0056
Service Date: 08/31 /20
Report Date: 09/16/20
Task:
Distribution List
(1) Edmonds Senior Center, Daniel Johnson
(1) City of Edmonds WA, Leif Bjorback
(1) City of Edmonds WA, Milton Thompson
(1) Environmental Works, Inc., Alise Kuwahara Day
(1) Environmental Works, Inc., Robert Drucker
(1) Environmental Works, Inc., Sally Knodell
(1) Mayes Testing Engineers, Inc, Donna Pollard
(1) Mayes Testing Engineers, Inc, Todd Wirtz
(1) Reid Middleton, Katy Brawner
(1) Reid Middleton, Paul Crocker
(1) WG Clark Construction Co, Jim Bray
(1) WG Clark Construction Co, Matthew Raskasky
MAYES TESTING ENGINEERS
Alrerracon COMPANY
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360