2018-11-09 - 519 Main Street Project - SM324782 28day.pdfOTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
MASONRY REPORT
Job Number: 18-0903
1 Report Number: 324782
1 Permit Number: BLD2018-0727
Project: 519 Main Street Project
Client: The Four R's, LLC
Address: 519 Main Street, Edmonds
Inspector & Date: Satnam Singh 11/09/2018
Masonry Sub or Contractor: Build Love Global, LLC
DESCRIPTION I LOCATION
IBC Level of Inspection:
(Projects located outside
Seattle)
Lev 11 E Level 2 El
Ref. 17-04.5.1117-04.5.3/17-05.4 IBC
(2006,2009,2012)
SBC Level of Inspection:
(Projects located in Seattle)
Level 1 (Periodic) 0 Level 2 (Continuous) El
Ref. 17-04.5.1/17-04.5.3
SBC (2006, 2009)
Inspected the reinforcing steel and grout placement for a 6" CMU parapet wall at top of the building. Total height was 32". 5 1/2
cubic yards of grout were placed with pump and consolidated mechanically. The inspected work was found to be done as per
approved project documents.
Approximate square footage completed on this date: 400
Are anchors in place? (if required) NA
Was reinforcing steel verified? Yes
Is reinforcing steel secured in place?: Yes
Grade of reinforcing steel: 60
Manufacturer: Cascade
Is high lift grouting approved?: No
GROUT INFORMATION (ASTM C 1019)
Mix no./type: SA656000
Grout supplier: Salmon Bay
I Grout preparer: Salmon Bay
Grout temperature: 60
Grout slump: 9"
1 Total yardage: 5 1/2 1
Method of consolidation: Vibrator
Grout ingredients & weights: Cement 1/11: 611 lbs., Sand: 2120 lbs., Pea 3/8: 910 lbs., Water: 310 lbs.
MORTAR INFORMATION (ASTM C 780)
Mix no./type:
Mortar supplier:
Mortar preparer:
Mortar temperature:
Mortar ingredients:
MATERIAL INFORMATION (ASTM C 67/ ASTM C 140)
Block/unit supplier: Mutual
I Block/unit type:
SAMPLE INFORMATION
Were any samples made? Yes
I If Yes - see attached report
OTHER INFORMATION
Weather & ambient temperature: Cloudy, 45'F
Fprotection methods:
Is this a re -inspection? No
I if yes - original inspection date:
COMMENTS
Other ASTM Methods Used: Conforms X Does Not Conform
Copies to
Client X Engineer Others
Owner X Contractor Technical Responsibility:
X Architect X Building Dept. V1 W�Iffr Hansen, 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.
Page 1 of — 2
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-72-07 (Rev 05113)
0 TTO R OSENA U & A SSO CIA TES, INC.
Job Name: 519 Main Street Project
Job Number: 18-0903
Report No: 324782
MASONRY REPORT — SAMPLE DATA
Sample Description
Number of
Samples
Sample Required
Cubic
Yards
Size f 'm or psi
Ambient Truck Ticket
Temp No. No.
Grouted CMU Prisms (ASTM C1 314)
3
51/2
6x8x8 2500
45 841 Y744926
Ungrouted CMU Prisms (ASTM C1 314)
Grouted Clay Prisms (ASTM C1 314)
Ungrouted Clay Prisms (ASTM C1314)
Ai i
CMU Blocks (ASTM C140)
Clay Units/Blocks (ASTM C67)
Grout (ASTM C1 314)
Mortar (ASTM C 780)
COMMENTS
Set of 3 prisms were grouted for testing in the lab.
Date Samples Picked Up By ORA representative:
Max/Min Temperature (1st 48 hrs.): (excluding paragraph 12.1.4)
PRISM INFORMATION (ASTM C1314
Date Constructed: 11/08/2018
Constructed By (Mason):
Date Grouted: 11/09/2018
Block/Unit Supplier: Mutual
I Block/Unit Type:
Compression Test Machine Information
Diameter of Spherical Seat:
13.0"
Required Upper Bearing Plate Thickness:
Provided Upper Bearing Plate Thickness: 3.5"
Required Lower Bearing Plate Thickness:
Provided Lower Bearing Plate Thickness: 5.5"
PRISM COMPRESSION TEST RESULTS
Avg.
Avg.
Avg.
Gross
Max
Gross
Height/
Corrected
Prism
Test
Age
Width
Height
Length
Area
Load
Strength
Thickness
Strength
No.
Date
(Days)
fb�)
fLl
tio�)
(lb.)
tp-s�[)
Ratio
C/F
fRo
1
12/7/18
28
5.65
15.67
9.15
52.16
163,860
3140
2.78
1.06
3330
2
12/7/18
28
6.65
15.88
9.20
51.98
130,510
2510
2.81
1.06
2660
3
12/7/18
28
5.70
15.75
9.05
51.13
91,950
1800
2.79
1.06
1910
Sampling & Testing Methods Used: ASTM C 140, ASTM C 1314 Avg Compressive Strength of Prisms (psi): 2630
(excluding paragraph 5.11)
Height to thickness correction factor from Table 1 of ASTM C 1314
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.: INSP-72-07 (Rev 05113)