special inspection reports.pdfOTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
CONCRETE REPORT
Job Number: 17-0784 Report Number: RC354159 Permit Number: BLD2017-0398
Project: Jones Residence (Greg)
Address: 20902 Hillcrest Place, Edmonds
Inspector(s): Dan Gray, Mark Mathews
Client: Jones, Gregory A.
Address: 20902 Hillcrest Place, Edmonds
Date: 10/5/2017
Description/Location: Inspected reinforcing steel and grout placement for drilled piers #3-5, 9-12.
The inspected work was found to be done as per approved project documents.
Resteel Verified: Yes 10/5/2017 Mark Mathews (Grade 60) Mfg: Cascade
Placement Data
Supplier:
CalPortland
Mix Number:
9990
Slump Spec:
9"t1"
W/C Ratio Spec:
.46
Air Spec:
N/A
Total Yards:
11
Placed Via:
Chute
Consolidated:
Yes
Required Strength:
4000 psi at 28 days.
Sampling and Testing Data Time
ASTM C 172, C 31 Made
Cast Samples: 1-4
2:00 pm
Design Se Actual ❑ Batch Weights/Cubic Yard
Cement (Ibs/type): 940# Type: I/H
Fine Agg. (Ibs): 1310#
Coarse Agg. (Ibs/size): Slag (Ibs):
Coarse Agg. (Ibs/size):
Coarse Agg. (Ibs/size):
Fly Ash (Ibs):
Water (Ibs or gal): 433#
Admixtures (specify): 38 oz. 100-XR
Cubic
Water
Slump
Air %
Conc.Temp
Ambient
Truck
Ticket
Yards
Added
C 143
C 231
C 1064
Temp
No.
No.
9.00
0 gal.
8"
N/A
75°F
61 *F
8303
1713153
Weather: Sunny Slump Range: 8" Air % Range: N/A
Date Samples Picked Up: 10/6/2017 Initial Curing Method: ASTM C31, Exclude C31-12.1 5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2
Comments
REINFORCING/PLACEMENT: Conforms: ❑d Does Not Conform: ❑
COMPRESSIVE TEST RESULTS
Specimen
Number
Test Field Age Size Area Weight Max Load
Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.)
1 10/12/17
2 --_ 11/2/17
3 11/2/17 _
4 11/2/17
* = Discarded
Tested in general accordance to
7
_ 4. x 8
12.62
28
— -
4 x 8
-
12.56
28
4 x 8
^--12.56
28
4 x 8
12.56
ASTMC39 W ASTMC617 ❑
8.4 115,660
8.5--.109,220
8.5 141,240
8.5 137,820
ASTMC1231 ❑
Strength
(psi)
9170
_8700
11250
10970
Fracture Type
(other than cone)
5
5
— 3 —
Copies to:
❑ Client Engineer Building Dept
Owner ❑d Contractor Batch Plant Technical Responsibility: /Eo1ject
W Architect ❑ Others "r Hans Manager
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this
report except in full, without written permission from our firm is strictly prohibited.
6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221
Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1
OTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
CONCRETE REPORT
Job Number: 17-0784 Report Number: RC354456 Permit Number: BLD2017-0398
Project: Jones Residence (Greg)
Address: 20902 Hillcrest Place, Edmonds
Inspector(s): Joseph Tester
Client: Jones, Gregory A.
Address: 20902 Hillcrest Place, Edmonds
Date: 10/20/2017
Description/Location: Inspected concrete placement for the footings (interior and exterior). The inspected work was found to be done as
per approved project documents.
Resteel Verified: Yes 10/19/2017 Paul Kanikkeberg (Grade 60) Mfg: Cascade
Placement Data
Supplier:
Cadman
Mix Number:
4000414
Slump Spec:
4"±1"
W/C Ratio Spec:
.46
Air Spec:
N/A
Total Yards:
20.50
Placed Via:
Pump
Consolidated:
Yes
Required Strength:
3000 psi at 28 days.
Sampling and Testing Data Time
ASTM C 172. C 31 Made
Cast Samples: 1-4
12:39 pm
Design ❑
Cement (Ibs/type):
Fine Agg. (Ibs):
Coarse Agg. (Ibs/size):
Coarse Agg. (Ibs/size):
Coarse Agg. (Ibs/size):
Fly Ash (lbs):
Water (Ibs or gal):
Admixtures (specify):
Cubic Water
Yards Added
10.50 20 m
Actual fv-] Batch Weights/Cubic Yard
472.4# Type: Lql
1351.3#
198.9# 3/8" Slag (Ibs):
1672.6# #57
75.2#
251#
22.1 oz. WRDA-64
Slump Air % Conc.Temp
C 143 C 231 C 1064
3 3/4"
N/A 68°F
Ambient Truck Ticket
Temp No. No.
48°F 443 427405
Weather: Light Rain Slump Range: -- Air % Range: --
Date Samples Picked Up: 10/23/2017 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2
Comments
Truck added water at 12:25 pm
REINFORCING/PLACEMENT: Conforms: ❑d Does Not Conform: ❑
COMPRESSIVE TEST RESULTS
Specimen Test
Number Date
Field Age
Cure (Days)
1 10/27/17
= Discarded
Tested in general accordance to:
Size Area
(in.) (Sq.In.)
7 4 x 8 12.62
Weight Max Load Strength Fracture Type
(Lbs.) (Lbs.) (psi) (other than cone)
8.7 62,690 4970 5
ASTMC39 ❑d ASTMC617 ❑ ASTMC1231 ❑
Copies to:
❑ Client ❑d Engineer ❑d Building Dept
❑V Owner ❑d Contractor FV1 Batch Plant
❑d Architect ❑ Others
Technical Responsibility: ` /ansen,Project
—7'
- -
alter Manager
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this
report except in full, without written permission from our firm is strictly prohibited.
6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221
Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1
OTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
CONTRACTOR CAST CYLINDERS
Report Number: 352744
Project:
Jones Residence
Permit Number:
BLD2017-0398
Address:
20902 Hillcrest Place, Edmonds
Job Number:
17-0784
Client:
Jones, Gregory A.
Client Address:
20902 Hillcrest Place, Edmonds
Date Cast: 10/06/2017
Number of Samples: 3
SAMPLE DATA
Date Picked Up: 10/09/2017
Required Strength:
Received contractor cast samples with results as follows:
TEST RESULTS
Specimen
Test
Age
Size
Area
-
Max Load
Strength Tested in general
Number
Date
(Days)
(Sg.In.)
Weight
L( ttad
W-S-il accordance with
1
11/3/17
28
3x6
7.07
3.40
52,490
7420 ASTM C39 X
2
11/3/17
28
3x6
7.07
3.40
55,270
7820
3
11/3117
28
3x6
7.07
3.40
47,460
6710
ALL INFORMATION SUPPLIED BY CONTRACTOR.
Co ies to:
X
Owner
X
Contractor
X
Architect
X
Building Dept.
Page 1 of
6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221
OTTO ROSENAU & ASSOCIATES, INC"
Geotechnical Engineering, Construction Inspection & Materials Testing
CONCRETE REPORT
Job Number: 17-0784 Report Number: RC354159 Permit Number: BLD2017-0398
Project: Jones Residence (Greg)
Address: 20902 Hillcrest Place, Edmonds
Inspector(s): Dan Gray, Mark Mathews
Client: Jones, Gregory A.
Address: 20902 Hillcrest Place, Edmonds
Date: 10/5/2017
Description/Location: Inspected reinforcing steel and grout placement for drilled piers #3-5, 9-12.
The inspected work was found to be done as per approved project documents.
Resteel Verified: Yes 10/5/2017 Mark Mathews (Grade 60) Mfg: Cascade
Placement Data
Supplier:
CalPortland
Mix Number:
9990
Slump Spec:
9"±1"
W/C Ratio Spec:
.46
Air Spec:
N/A
Total Yards:
11
Placed Via:
Chute
Consolidated:
Yes
Required Strength:
4000 psi at 28 days.
Sampling and Testing Data Time
ASTM C 172, C 31 Made
Cast Samples: 1-4
2:00 pm
Design 0 Actual ❑ Batch Weights/Cubic Yard
Cement (Ibs/type):
940# Type: I/H
Fine Agg. (Ibs):
1310#
Coarse Agg. (Ibs/size):
Slag (lbs):
Coarse Agg. (Ibs/size):
Coarse Agg. (Ibs/size):
Fly Ash (Ibs):
Water (Ibs or gal):
433#
Admixtures (specify):
38 oz. 100-XR
Cubic Water Slump
Air % Conc.Temp
Ambient Truck Ticket
Yards Added C 143
C 231 C 1064
Temp No. No.
9.00 0 gal. 8"
N/A 75°F
61°F 8303 1713153
Weather: Sunny Slump Range: 8" Air % Range: N/A
Date Samples Picked Up: 10/6/2017 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1 2
Comments
REINFORCING/PLACEMENT: Conforms: ❑d Does Not Conform: ❑
COMPRESSIVE TEST RESULTS
Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type
Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone)
1 10/12/17 7 4 x 8 12.62 8.4 _ 115,_660 9170 5
* = Discarded
Tested in general accordance to: ASTMC39 W ASTMC617 ❑ ASTMC1231 ❑
Copies to:
❑ Client Engineer ❑d Building Dept
❑d Owner [41 Contractor ❑VI Batch Plant Technical Responsibility: _ )
Architect ❑ Others alter �i nsen, Project Manager
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this
report except in full, without written permission from our firm is strictly prohibited.
6747 M,L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221
Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1