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HomeMy WebLinkAboutCOM2010-00077 Pacific Testing and Inspection - COM Inspections - 3/4/2011 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 LATERAL COLD FORM FRAMING LATERAL WOOD CONSTRUCTION Report#030411 DATE: March 4, 2011 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Shear ❑ Lateral ® Holddown ❑ LATERAL COLD FORM FRAM114G Plans & Specs On Site Yes ❑ No ❑ Material Conforms to Specs Yes ❑ No ❑ Material Conditions Acceptable? Yes ❑ No ❑ Holddown System, if used, Yes ❑ No ❑ Located on Plans Anchorage, Size & Hardware Yes ❑ No ❑ Welder Certs Verified? Yes ❑ No ❑ Conform to Specs? Location.- Exceptions.- No ❑ Yes ❑ If Yes, Why? aFIVED 11 LATERAL WOOD FRAMING Plans & Specs On Site Yes ® No ❑ Material Conforms to Project: Yes ❑ No ❑ Describe.- Plywood Grade Conforms? Yes ® No ❑ Nail Size & Length Correct? Yes ® No ❑ Anchorage, Size & Hardware Yes ❑ No ❑ Holddown System, if used, Yes ❑ No ❑ Conform to Specs? Located on Plans Area Inspected and Location: Lower main roof; 3/8" plywood over car decking and 5/8" plywood on L1 rafters. Inspector found plywood clips, nails and nailing patterns in compliance with project spec's per details on page S2.1. Exceptions: No ® Yes ❑ If Yes, Why? INSPECTOR: J. Bruce Diamond, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested. Asa mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 0 Pacific TestingInspection& LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 PROPRIETARY ANCHOR REPORT Report#001233 DATE: March 4, 2011 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Type of Anchorage Reason Epoxy ® ® Shown on Plans ® Per Engineer Wedge Anchor ❑ ❑ Omitted During Placement ❑ Needs Engineer Review Screw Anchor ❑ ❑ Other Location: Hole Depth Hole Diameter Column pier, front entrance, center bolt 3 3/4" 3/4" Column pier, front entrance, outside bolts 2 1/2" 3/4" Epoxy: Hilti Hit Hy 150 Batch #: 283548 Expiration Date: 10/30/2011 Epoxy: Batch #: Expiration Date: All Thread ® Rebar ❑ ICBO ® Holes Properly Cleaned Prior to Installation Size: 5/8" Size: ER#: 2262 ® Accepted per Engineer Wedge Anchor: Length: Size: Wedge Anchor: Length: Size: Screw Anchor: Length: Size: Screw Anchor: Length: Size: jj�� ® Anchors Installed Per Manufacturer's Instructions RECEKED MAR 11 Zrtt1 REMARKS: PTI representative on site per request. 426 W. CEDAR ST. Inspector observed embedment of 2 each, 5/8" x 6" and 4 each, 5/8" x 8" threaded rods into existing concrete pier for anchoring column bracket per spec's listed detail#5, page S3.1, of general drawings. Work and materials are in accordance with project spec's. No exceptions noted. INSPECTOR: J. Bruce Diamond, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested, As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 2 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 CONCRETE BREAK REPORT Report# 003486 DATE CAST: February 22, 2011 CUSTOMER: McBride Construction Resources, Inc. DATE RECEIVED: February 23, 2011 ATTENTION: Howard Stewart PROJECT: Blue Heron ADDRESS: 224 Nickerson Street LOCATION. 6520 Highway 106, Union Seattle, WA 98109 PROJECT# 100115 Seattle, WA 98101 PERMIT# Mason Cty. COM 2010-00077 Location of Placement: Front porch and stem walls for stairs Sample Location: ® Concrete(ASTM C-39) ❑ Mortar(ASTM C-109) ❑ Cubes (ASTM C-1107)❑ Lt.Wt. Concrete (ASTM C-478) ❑ Other: COMPRESSION TEST RESULTS Log Test Date of Total Load Sample Sample Compressive Tested No. Age Test (Lbs.) Dimensions Area Strength By Break Test (Days) (In.) (Sq. In.) (PSI) Type Results 11-0284 7 3/1/11 30,760 3.99 12.50 2,460 TB 5 ❑ Conforming 11-0285 28 3/22/11 ❑ Nonconforming 11-0286 28 3/22/11 11-0287 28 3/22/11 11-0288 H REQ'D 28 3,000 FIELD OBSERVATIONS Supplier: Miles Mix#: 0645AF6 Contractor: McBride Construction Qty. Placed: 3 yds. Cement: 1355 Ibs. Ticket#: 37049 F.A.: 190 Ibs. ® Samples made by PTI Technician Truck#: M085 Water: 39 lbs. ® Samples Picked Up by PTI Batch Time: 11:35 Sand: 3880 lbs. Sample Time: 12:40 C. Agg.: 5080 lbs. Slump (ASTM c-143): 4.5" C. Agg.: 0 Allowable Added Water %Air(ASTM c-231): 3.1 A.E.A. 8 oz. Concrete Temp (ASTM c-1os4): 67' Add Mix: Poly 92 oz. 0 Gallons Water Added Before Sampling Min/Max: o / Add Mix: NC534 188 oz._ Ambient Temp: oAdd Mix: REMARKS: Steel inspected per approved plans. Concrete placed via chute. No exceptions noted. INSPECTOR: Ron Beckett, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested.Asa mutual protection to customers,the public and ourselves,all reports are submitted as the eonfidential property of customers.and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 3 ific Testing & Inspection LLC TO 2417 Harrison Avenue, Centralia, WA 98531 � �9 PRS'C Phone (360) 736-3922 Fax (360) 807-6002 A126 CONCRETE BREAK REPORT Report#003486 DATE CAST: February 22, 2011 CUSTOMER: McBride Construction Resources, Inc. DATE RECEIVED: February 23, 2011 ATTENTION: Howard Stewart PROJECT: Blue Heron ADDRESS: 224 Nickerson Street LOCATION: 6520 Highway 106, Union Seattle, WA 98109 PROJECT# 100115 PERMIT# Mason Cty. COM 2010-00077 Location of Placement: Front porch and stem walls for stairs Sample Location: ® Concrete(ASTM C-39) ❑ Mortar(ASTM C-109) [:] Cubes (ASTM C-1107)❑ Lt. Wt. Concrete (ASTM C-478) [:] Other: COMPRESSION TEST RESULTS Log Test Date of Total Load Sample Sample Compressive Tested No. Age Test (Lbs.) Dimensions Area Strength By Break Test (Days) In. (Sq. In. PSI Type Results 11-0284 7 3/1/11 30,760 3.99 12.50 2,460 TB 5 ® Conforming 11-0285 28 3/22/11 66,110 4.01 12.63 5,230 SM 3 ❑ Nonconforming 11-0286 28 3/22/11 67,020 4.01 12.63 5,310 SM 3 11-0287 28 3/22/11 64,090 4.01 12.63 5,070 SM 3 11-0288 H REQ'D 1 28 1 3,000 FIELD OBSERVATIONS Supplier: Miles Mix#: 0645AF6 Contractor: McBride Construction Qty. Placed: 3 yds. Cement: 1355 lbs. Ticket#: 37049 F.A.: 190 lbs. ® Samples made by PTI Technician Truck#: M0$5 Water: 39 lbs. IRI Samples Picked Up by PTI Batch Time: 11:35 Sand: 3880 lbs. Sample Time: 12A0 C. Agg.: 5080 lbs. Slump (ASTM c-143): 4.5" C. Agg.: 0 Allowable Added Water %Air(ASTM c-231): 3.1 A.E.A. 8 oz. Concrete Temp (ASTM c-1064): 670 Add Mix: Poly 92 oz. 0 Gallons Water Added Before Sampling Min/Max: °/ Add Mix: NC534 188 oz. Ambient Temp: 0Add Mix: REMARKS: Steel inspected per approved plans. Concrete placed via chute. No exceptions noted. INSPECTOR: Ron Beckett, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director .IP All results apply only to actual locations and materials tested. As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.a/19/09 Revision 3 f Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 FIELD REPORT Report#003850 DATE: February 22, 2011 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Time: Temp: oWeather: Inspection Type: Nailing PTI representative on site to perform nailing inspection. Nailing inspected per approved plans for mezzanine roof. 3/8" APA rated sheeting over 2" x 6" car decking. Nailing was per plans and specs. To the best of my knowledge, the above was performed in accordance with the approved plans, specifications, and regulatory requirements. INSPECTOR: Jaimie D. Gordon, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested. As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev_8/19109 Revision 2 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 PROPRIETARY ANCHOR REPORT Report#001416 DATE: February 10, 2011 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Type of Anchorage Reason Epoxy ® ® Shown on Plans ❑ Per Engineer Wedge Anchor ❑ ❑ Omitted During Placement ❑ Needs Engineer Review Screw Anchor ❑ ❑ Other Location: Hole Depth Hole Diameter Patio post piers (8) threaded 2 1/2" 5/8" Patio post piers (4) threaded 3 3/4" 5/8" W wall - porch slab (11)#4 rebar 3 3/4"+ 3/4" W porch wall (6) #4 (L bar) rebar 3 3/4"+ 3/4" Epoxy: Hilti Hit Hy 150 Batch #: 283584 Expiration Date: 10/1/2011 Epoxy: Batch #: Expiration Date: All Thread ® Rebar ® ICBO ® Holes Properly Cleaned Prior to Installation Size: 5/8" Size: #4 ER#: ® Accepted per Engineer Wedge Anchor: Length: Size: Wedge Anchor: Length: Size: Screw Anchor: Length: Size: Screw Anchor: Length: Size: ® Anchors Installed Per Manufacturer's Instructions REMARKS: See report#001417 (dated 2-10-11) for further epoxy placement details. 1 INSPECTOR: Tim Barney, WABO Lab Manager REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 2 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 PROPRIETARY ANCHOR REPORT Report#001417 DATE: February 10, 2011 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Type of Anchorage Reason Epoxy ® ® Shown on Plans ❑ Per Engineer Wedge Anchor ❑ ❑ Omitted During Placement ❑ Needs Engineer Review Screw Anchor ❑ ❑ Other Location: Hole Depth Hole Diameter NE wall (2)#4 rebar 3 3/4" 3/4" Stair risers (8) 5/8"threaded 2 1/2" 5/8" Epoxy: Hilti Hit Hy 150 Batch #: 283584 Expiration Date: 10/1/2011 Epoxy: Batch #: Expiration Date: All Thread ® Rebar ® ICBO ® Holes Properly Cleaned Prior to Installation Size: 5/8" Size: #4 ER#: ® Accepted per Engineer Wedge Anchor: Length: Size: Wedge Anchor: Length: Size: Screw Anchor: Length: Size: Screw Anchor: Length: Size: I ® Anchors Installed Per Manufacturer's Instructions REMARKS: Anchors and rebar placed per structural details on S1.0; S3.0, detail 8; S3.1 detail 5A-1 S3.2 detail 2. INSPECTOR: Tim Barney, WABO Lab Manager REVIEWED BY: William A. Hacker, Technical Direct \ , All results apply only to actual locations and materials tested Asa mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authonzation for pulblication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 2 Pacific Testing & Inspection 2417 Harrison Avenue, Centralia, WA 98531 1 r �� Phone (360) 736-3922 Fax (360) 807-6002 FEB 2 2 ?011. CONCRETE BREAK REPORT 42F Vp P, Report#003493 DATE CAST: February 8, 2011 CUSTOMER: McBride Construction Resources, Inc. DATE RECEIVED: February 9, 2011 ATTENTION: Howard Stewart PROJECT: Blue Heron ADDRESS: 224 Nickerson Street LOCATION: 6520 Highway 106, Union Seattle, WA 98109 PROJECT# 100115 Seattle, WA 98101 PERMIT# Mason Cty. COM 2010-00077 Location of Placement: Patio east side building and footing for retaining wall north end. Sample l nratinn- North erd ® Concrete(ASTM C-39) ❑ Mortar(ASTM C-109) ❑ Cubes (ASTM C-1107)❑ Lt.Wt. Concrete (ASTM C-478) [:] Other: COMPRESSION TEST RESULTS Log Test Date of Total Load Sample Sample Compressive Tested No. Age Test (Lbs.) Dimensions Area Strength By Break Test (Days) In. (Sq. In. PSI Type Results 11-0240 7 2/15/11 48.780 4.00 12.57 3,880 SM 3 ❑ Conforming 11-0241 28 3/8/11 ❑ Nonconforming 11-0242 28 3/8/11 11-0243 28 3/8/11 11-0244 H REQ'D 28 3,000 FIELD OBSERVATIONS Supplier: Miles Mix#: 0645AF6 Contractor: McBride Construction Qty. Placed: 7.5 of 17.5 yds. Cement: 3715 lbs. Ticket#: 149939 F.A.: 490 lbs. ® Samples made by PTI Technician Truck#: M085 Water: 128 lbs. ® Samples Picked Up by PTI Batch Time: 9:20 Sand: 10820 Ibs. Sample Time: 10:30 C. Agg.: 14080 Ibs. Slump (ASTM C-143): 4.5" C. Agg.: 21.4 Allowable Added Water % Air(ASTM C-231): A.E.A. 21 oz. Concrete Temp (ASTM C-1064): 68° Add Mix: NC534 508 oz. 7 Gallons Water Added Before Sampling Min/Max: ° / Add Mix: Ambient Temp: oAdd Mix: REMARKS: One set of five 4" x 8" cylinders cast. INSPECTOR: Ron Beckett, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director % All results apply only to actual locations and materials tested. As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 3 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 CONCRETE BREAK REPORT Report#003493 DATE CAST: February 8, 2011 CUSTOMER: McBride Construction Resources, Inc. DATE RECEIVED: February 9, 2011 ATTENTION: Howard Stewart PROJECT: Blue Heron ADDRESS: 224 Nickerson Street LOCATION: 6520 Highway 106, Union Seattle, WA 98109 PROJECT# 100115 PERMIT# Mason Cty. COM 2010-00077 Location of Placement: Patio east side building and footing for retaining wall north end. Sample Location: North end ® Concrete (ASTM C-39) ❑ Mortar(ASTM C-109) ❑ Cubes (ASTM C-1107)❑ Lt.Wt. Concrete(ASTM C-478) ❑ Other: COMPRESSION TEST RESULTS Log Test Date of Total Load Sample Sample Compressive Tested No. Age Test (Lbs.) Dimensions Area Strength By Break Test (Days) In. (Sq. In. PSI Type Results 11-0240 7 2/15/11 48,780 4.00 12.57 3,880 SM 3 ® Conforming 11-0241 28 3/8/11 70,880 4.00 12.57 5,640 TB 3 ❑ Nonconforming 11-0242 28 3/8/11 68,990 4.00 12.57 5,490 TB 3 11-0243 28 3/8/11 66,850 4.00 12.57 5,320 TB 5 11-0244 H REQ'D 1 28 1 3,000 FIELD OBSERVATIONS Supplier: Miles Mix#: 0645AF6 Contractor: McBride Construction Qty. Placed: 7.5 of 17.5 yds. Cement: 3715 lbs. Ticket#: 149939 F.A.: 490 lbs. ® Samples made by PTI Technician Truck#: M085 Water: 128 lbs. ® Samples Picked Up by PTI Batch Time: 9:20 Sand: 10820 lbs. Sample Time: 10:30 C. Agg.: 14080 lbs. Slump (ASTMC-143): 4.5" C. Agg.: 21.4 Allowable Added Water % Air(ASTM C-231): A.E.A. 21 oz. Concrete Temp (ASTMC-1064): 680 Add Mix: NC534 508 oz. 7 �pSMIVEDSampling Min/Max: °/ Add Mix: �([ 1 Ambient Temp: Add Mix: MAR 17 2011 REMARKS: One set of five, 4" x 8" cylinders cast. 426 W. CEDAR INSPECTOR: Ron Beckett, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director jp All results apply only to actual locations and materials tested. As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 3 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 CONCRETE BREAK REPORT Report#003496 DATE CAST: February 3, 2011 CUSTOMER: McBride Construction Resources, Inc. DATE RECEIVED: February 4, 2011 ATTENTION: Howard Stewart PROJECT: Blue Heron ADDRESS: 224 Nickerson Street LOCATION: 6520 Highway 106, Union Seattle, WA 98109 PROJECT# 100115 Seattle, WA 98101 PERMIT# Mason Cty. COM 2010-00077 Location of Placement: West entrance walls Sample Location. Chute ® Concrete (ASTM C-39) ❑ Mortar(ASTM C-109) ❑ Cubes (ASTM C-1107)❑ Lt. Wt. Concrete(ASTM C-478) [:] Other: COMPRESSION TEST RESULTS Log Test Date of Total Load Sample Sample Compressive Tested No. Age Test (Lbs.) Dimensions Area Strength By Break Test (Days) In. (Sq. In. PSI Type Results 11-0229 7 2/10/11 38,160 4.01 12.63 3,020 TB 5 ® Conforming 11-0230 28 3/3/11 57,420 4.00 12.57 4,570 TB 5 ❑ Nonconforming 11-0231 28 3/3/11 58,780 1 4.00 12.57 4,680 TB 3 11-0232 28 3/3/11 57,760 4.01 12.63 4,570 TB 5 11-0233 H REQ'D 28 3,000 FIELD OBSERVATIONS Supplier: Miles Mix#: 0645AF6 Contractor: McBride Construction Qty. Placed: 10 yds. Cement: 1980 lbs. Ticket#: 149881 F.A.: 265 lbs. ® Samples made by PTI Technician Truck#: M002 Water: 470 lbs. ® Samples Picked Up by PTI Batch Time: 8:35 Sand. 5900 lbs. Sample Time: 9:15 C. Agg.: 7460 lbs. Slump (ASTM c-143): 4.5" C. Agg.: 22.2 Allowable Added Water % Air(ASTM c-231): 4.2 A.E.A. Concrete Temp (ASTM c-1064): 56' Add Mix: MBAE90 11 oz. 20 Gallons Water Added Before Sampling Min/Max: o / Add Mix: Ambient Temp: 460 Add Mix: REMARKS: Concrete placed by chute over 6' in height and internally vibrated for consolidation. #4 floor tie in bars placed per plans. INSPECTOR: Tim Barney, WABO Lab Manager REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 3 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 CONCRETE BREAK REPORT Report#003496 DATE CAST: February 3, 2011 CUSTOMER: McBride Construction Resources, Inc. DATE RECEIVED: February 4 2011 ATTENTION: Howard Stewart PROJECT: Blue Heron ADDRESS: 224 Nickerson Street LOCATION: 6520 Highway 106, Union Seattle, WA 98109 PROJECT# 100115 Seattle, WA 98101 PERMIT# Mason Cty. COM 2010-00077 Location of Placement: West entrance walls Sample Location: Chute ® Concrete (ASTM C-39) ❑ Mortar(ASTM C-109) ❑ Cubes (ASTM C-1107)❑ Lt.Wt. Concrete(ASTM C-478) ❑ Other: COMPRESSION TEST RESULTS Log Test Date of Total Load Sample Sample Compressive Tested No. Age Test (Lbs.) Dimensions Area Strength By Break Test (Days) In.) Sq. In. (PSI) Type Results 11-0229 7 2/10/11 38,160 4.01 12.63 3,020 TB 5 ® Conforming 11-0230 28 3/3/11 Nonconforming 11-0231 28 3/3/11 11-0232 28 3/3/11 11-0233 H REQ'D 28 3,000 FIELD OBSERVATIONS Supplier: Miles Mix#: 0645AF6 Contractor: McBride Construction Qty. Placed: 10 yds. Cement: 1980 lbs. Ticket#: 149881 F.A.: 265 Ibs. ® Samples made by PTI Technician Truck#: M002 Water: 470 lbs. ® Samples Picked Up by PTI Batch Time: 8:35 Sand: 5900 lbs. Sample Time: 9:15 C. Agg.: 7460 lbs. Slump (ASTM c-143): 4.5" C. Agg.: 22.2 Allowable Added Water % Air(ASTMc-23t): 4.2 A.E.A. Concrete Temp (ASTM c-1064): 56' Add Mix: MBAE90 11 oz. 20 Gallons Water Added Before Sampling Min/Max: o / Add Mix: Ambient Temp: 46' Add Mix: REMARKS: Concrete placed by chute over 6' in height and internally vibrated for consolidation. #4 floor tie in bars placed per plans. INSPECTOR: Tim Barney, WABO Lab Manager REVIEWED BY: William A. Hacker Technical Director All results apply only to actual locations and materials tested. As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our wntten approval. Rev 8/19/09 Revision 3 r Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 FIELD REPORT Report#020211 DATE: February 2, 2011 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Time: 11 am Temp: 340 Weather: Sun Inspection Type: R/S PTI representative on site as requested for special inspection of concrete reinforcing steel. Concrete reinforcing steel was placed for the front (west) entrance porch stem walls on footings per details 8/S3.0 and 6A/S3.1 of plan. PTI verified resteel size, grade, spacing, lap and clearances. No deficiencies were noted. To the best of my knowledge, the above was performed in accordance with the approved plans, specifications, and regulatory requirements. INSPECTOR: Jaimie D. Gordon, WABO Inspector REVIEWED BY: William A. Hacker Technical Director All results apply only to actual locations and materials tested.Asa mutual protection to customers,the public and ourselves,all reports are submitted as the confidential properly of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/1 g/oB Revision 2 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 FIELD REPORT Report#020111 DATE: February 1, 2011 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Time: 8:30 am Temp: 30' Weather: Sun Inspection Type: R/S VSI _PTI representative on site as requested for special inspection of concrete reinforcing steel and soil compaction. Per the contractors request PTI verified/witnessed that the area along the east wall, north of the west main entrance porch was being compacted with a roller vibrating compactor as it was being filled in. This is going to be a landscaped area continuing around the east side to the north side of the structure. Full time observation was not requested. PTI was able to use a T-probe to verify firm unyielding soil for an area from the porch to another approximate 20' going north. Per the contractor the same method of compaction will continue for this entire landscape area. Concrete reinforcing steel was placed for the front (west) entrance footing per detail 8/S3.0 of plan. PTI verified resteel size, grade, spacing, lap and clearances. No deficiencies were noted. To the best of my knowledge, the above was performed in accordance with the approved plans, specifications, and regulatory requirements. INSPECTOR: Jaimie D. Gordon, WABO Inspector REVIEWED BY: William A. Hacker, Technical Dire or_ All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8119/09 Revision 2 i Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 PROPRIETARY ANCHOR REPORT Report# 020111 DATE: February 1, 2011 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS. 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Type of Anchorage Reason Epoxy ® ® Shown on Plans ❑ Per Engineer Wedge Anchor ❑ ❑ Omitted During Placement ❑ Needs Engineer Review Screw Anchor ❑ ❑ Other Location: Hole Depth Hole Diameter Stem wall for front porch (West, mezzanine level stair entrance) connection to east 3 3/4" 5/8" foundation stem wall. (6)#4 bars total, (3 on each side of porch). Epoxy: Hilti Hy 150 Batch #: 154126-1-6 Expiration Date: 10/1/2011 Epoxy: Batch #: Expiration Date: All Thread ❑ Rebar ® ICBO ® Holes Properly Cleaned Prior to Installation Size: Size: #4 ER#: ® Accepted per Engineer Wedge Anchor: Length: Size: Wedge Anchor: Length: Size: Screw Anchor: Length: Size: Screw Anchor: Length: Size: ❑ Anchors Installed Per Manufacturer's Instructions REMARKS: PTI witnessed cleaning of holes and placement of epoxy per Hilti specifications. No deficiencies were noted. Placed per structural details 6a/S3.1 and 8/S3.0 of plan. INSPECTOR: Jaimie D. Gordon, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director �� All results apply only to actual locations and materials tested.As a mutual protection to customers.the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.B/19/09 Revision 2 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 FIELD REPORT Report#003795 DATE: January 28, 2011 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Time: 8:30 am Temp: 50' Weather: Light Rain Inspection Type: VSI PTI representative on site as requested for visual soil inspection. Observed placement and compaction (with an MBW R40 smooth drum vibratory roller with rear rubber tires, 3700 lbs. name plate weight) of west wall backfill, south half. Backfill was placed in 6" lifts and appeared compacted to a firm and unyielding condition, approximately 12" of fill was placed over top of fabric covering drain rock. Note: Unable to perform density tests due to over 30% of fill material retained on 3/4" sieve; see sample 1187 on 10-19-10 and geotechnical report by Bradley-Noble dated 4-6-10. Note: Unable to proof roll backfill due to proximity of concrete wall and existing slope. To the best of my knowledge, the above was performed in accordance with the approved plans, specifications, and regulatory requirements. INSPECTOR: John Kupferschmid, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested. As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval Rev.8119109 Revision 2 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 FIELD REPORT Report#012611 DATE: January 26, 2011 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Time: 10:00 am Temp: 41° Weather: Overcast Inspection Type: LW PTI representative on site as requested for special inspection of structural wood construction. Per the contractors request an inspection was made of the nailing of wood sheeting for the first 4' at the bottom of walls from the start of wall at grid C/3 wrapping the entire front perimeter to H/2.5 with special note to shear walls at grids 2/G - G.2 and G.4/1 - 1.2 and G.4/2 - 2.1 and 1/G.4 - G.5 and 1/G.8 - H. Wall sheeting and shear wall sections were nailed per general notes shown and SW-schedule on sheet S1.0 of plan. PTI verified nailing size and spacing at boundaries, edges and field. Hold downs and anchor bolts were also in place per plan. Straps at window openings and headers to top plates were also in place per plan. No deficiencies were noted. To the best of my knowledge, the above was performed in accordance with the approved plans, specifications, and regulatory requirements. INSPECTOR: Jaimie D. Gordon, WABO Inspector REVIEWED BY: William A. Hacker, Technical Direct All results apply only to actual locations and materials tested.Asa mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 2 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 PROPRIETARY ANCHOR REPORT Report# 012111 DATE: January 21, 2011 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Type of Anchorage Reason Epoxy ® ® Shown on Plans ❑ Per Engineer Wedge Anchor ❑ ❑ Omitted During Placement ❑ Needs Engineer Review Screw Anchor ❑ ❑ Other Location: Hole Depth Hole Diameter Grids 3 -4/A- B, (43) 3/4" x 8" all thread galvanized bolts. Mezzanine level deck 3 3/4" 7/8" Grid 4/F, (4) 3/4" x 8" all thread galvanized. End of shear wall to concrete. 3 3/4" 7/8" Epoxy: Hilti Hy 150 Batch #: 154126-L6 Expiration Date: 10/1/2011 Epoxy: Batch #: Expiration Date: All Thread ® Rebar ❑ ICBO ® Holes Properly Cleaned Prior to Installation Size: 3/4" Size: ER#: ® Accepted per Engineer Wedge Anchor: Length: Size: Wedge Anchor: Length: Size: Screw Anchor: Length: Size: Screw Anchor: Length: Size: ❑ Anchors instaiied Per Manufacturer's Instructions REMARKS: PTI witnessed cleaning of holes and placement of epoxy per Hilti specifications. No deficiencies were noted. Placed per structural details on sheets S1.0, S2.0 and S2.14. INSPECTOR: Jaimie D. Gordon, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and matenaIs tested, Asa mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 2 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 PROPRIETARY ANCHOR REPORT Report#011911 DATE: January 19, 2011 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Type of Anchorage Reason Epoxy ® ® Shown on Plans ❑ Per Engineer Wedge Anchor ❑ ❑ Omitted During Placement ❑ Needs Engineer Review Screw Anchor ❑ ❑ Other Location: Hole Depth Hole Diameter Grids 4-5/A- B, (14) 5/8" all thread galvanized 3 3/4" 3/4" Grid 5/13 (4) 3/4" all thread galvanized 3 3/4" 7/8" Grid 5/E, (5) 3/4"all thread galvanized 3 3/4" 7/8" Grid 5/E.1, (4)3/4" all thread galvanized 3 3/4" 7/8" Epoxy: Hilti Hy 150 Batch#: 154126-L6 Expiration Date: 10/1/2011 Epoxy: Batch#: Expiration Date: All Thread ® Rebar ❑ ICBO ® Holes Properly Cleaned Prior to Installation Size: 5/8" Size: ER#: ® Accepted per Engineer 3/4" Wedge Anchor: Length: Size: Wedge Anchor: Length: Size: Screw Anchor: Length: Size: Screw Anchor: Length: Size: ❑ Anchors Installed Per Manufacturer's Instructions REMARKS: PTI witnessed cleaning of holes and placement of epoxy per Hilti specifications. No deficiencies were noted. Placed per structural details on sheets S1.0 S2.0 and S2.14. INSPECTOR: Jaimie D. Gordon,WABO Inspector REVIEWED BY: William A. Hacker, Technical Director 1� All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and author(ration for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/1 g/og Revision 2 Pacific TestingInspection& LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 CONCRETE BREAK REPORT Report#003374 DATE CAST: December 30, 2010 CUSTOMER: McBride Construction Resources, Inc. DATE RECEIVED: January 3 2011 ATTENTION: Howard Stewart PROJECT: Blue Heron ADDRESS: 224 Nickerson Street LOCATION: 6520 Highway 106, Union Seattle, WA 98109 PROJECT# 100115 Seattle, WA 98101 PERMIT# Mason Cty. COM 2010-00077 Location of Placement: Slab-on-grade Sample Location: ® Concrete(ASTM C-39) [:] Mortar(ASTM C-109) ❑ Cubes (ASTM C-1107)❑ Lt.Wt. Concrete(ASTM C-478) ❑ Other: COMPRESSION TEST RESULTS Log Test Date of Total Load Sample Sample Compressive Tested No. Age Test (Lbs.) Dimensions Area Strength By Break Test (Days) In. S . In. PSI Type Results 10-3113 7 1/6/11 45,930 4.00 12.57 3,650 TB 5 ❑ Conforming 10-3114 28 1/27/11 1 ❑ Nonconforming 10-3115 28 1/27/11 10-3116 28 1/27/11 10-3117 H REQ'D 28 3,000 FIELD OBSERVATIONS Supplier: Miles Mix#: 1240OF Contractor: McBride Construction Qty. Placed: 40 yds. Cement: 4480 lbs. Ticket#: 149627 F.A.: 1135 lbs. ❑ Samples made by PTI Technician Truck#: M080 Water: 1525 lbs. ❑ Samples Picked Up by PTI Batch Time: 9:21 Sand: 14520 lbs. Sample Time: 10:40 C. Agg.: 15400 lbs. #57 Slump(ASTM c-143): 4" C. Agg.: 3440 lbs. #8 24 Allowable Added Water % Air(ASTM c-231): A.E.A. Concrete Temp (ASTMc-lose): 62' Add Mix: MB534 676 oz. Gallons Water Added Before Sampling Min/Max: °/ Add Mix: Ambient Temp: 310 Add Mix: REMARKS: All reinforcement for slab and column per plans and specs. One set of five 4"X 8" test cylinders taken. Truck was over 90 min. but under 90' with no water added. INSPECTOR: Tim Barney, WABO Lab Manager REVIEWED BY: William A. Hacker, Technical Direct All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 3 gInspection��, Pacific Testin & l,LC 2417 Harrison Avenue, Centralia, WA 98531 k�\ �'�R 20t1 Phone (360) 736-3922 Fax (360) 807-6002 � MASON COI CONCRETE BREAK REPORT \'J Report#003374 DATE CAST: December 30, 2010 CUSTOMER: McBride Construction Fesources, Inc. DATE RECEIVED: January 3, 2011 ATTENTION: Howard Stewart PROJECT: Blue Heron ADDRESS: 224 Nickerson Street LOCATION: 6520 Highway 106, Union Seattle, WA 98109 PROJECT# 100115 Seattle, WA 98101 PERMIT# Mason Cty. COM 2010-00077 Location of Placement: Slab-on-grade Sample Location: ation: ® Concrete(ASTM C-39) ❑ Mortar(ASTM C-109) [:] Cubes (ASTM C-1107)❑ Lt.Wt. Concrete(ASTM C-478) [:] Other: COMPRESSION TEST RESULTS Log Test Date of Total Load Sample Sample Compressive Tested No. Age Test (Lbs.) Dimensions Area Strength By Break j Test (Days) In.) Sq. In. PSI Type Results 10-3113 7 1/6/11 45,930 4.00 12.57 3,650 TB 5 ® Conforming 10-3114 28 1/27/11 82,230 4.00 12.57 6,540 TB 5 ❑ Nonconforming 10-3115 28 1/27/11 81,540 3.99 12.50 6,520 TB 5 10-3116 28 1/27/11 83,080 4.00 12.57 6,610 TB 5 10-3117 H REQ'D 28 3,000 FIELD OBSERVATIONS Supplier: Miles Mix#: 1240OF Contractor: McBride Construction Qty. Placed: 40 yds. Cement: 4480 lbs. Ticket#: 149627 F.A.: 1135 lbs. ❑ Samples made by PTI Technician Truck#: M080 Water. 1525 lbs. ® Samples Picked Up by PTI Batch Time: 9:21 Sand: 14520 lbs. Sample Time: 10:40 C. Agg.: 15400 lbs. #57 Slump(ASTM C-143): 4" C. Agg.: 3440 lbs. #8 24 Allowable Added Water %Air(ASTM C-231): A.E.A. Concrete Temp (ASTMC-1064): 62' Add Mix: MB534 676 oz. Gallons Water Added Before Sampling Min/Max: °/ Add Mix: Ambient Temp: 31° Add Mix: REMARKS: All reinforcement for Slab and column per plans and spec's. One set of five, 4"X 8" test cylinders taken. Truck was over 90 min. but under 90' with no water added. INSPECTOR: Tim Barney, WABO Lab Manager REVIEWED BY: William A. Hacker, Technical Director Ail results apply only to actual locations and materials tested. As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authono ation for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8119/09 Revision 3 J Pacific Testing & Inspecti rA — 2417 Harrison Avenue, Centralia, WA 98531 %AQ0' Phone (360) 736-3922 Fax (360) 807-6002 DEC 28 2W IN PLACE DENSITY TEST REPORT 426 W. CEDAR&S Report#002042 DATE: December 21, 2010 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Work Location: Slab subgrade Import Fill ® Soils Consistentw/Proctor ® Y Contractor Notified of Results ® Y Native Soil ❑ ❑ N ❑ N Soils Found to be Firm and Unyielding, and,To ® Y The Best of Our Knowledge, Meet Compaction ❑ N Sample No.* -Description Proctor Value Mayes Pit run 147.8 @ 6.8% Test Method: ❑ ASTM D-698 ® ASTM D-1557 Gauge Standard: MS-868 DS-3289 Gauge I.D. and S/N: Explorer 740 Test Wet Dry Moist. Comp. # Depth Location Elev. Density Density % % Re . 1 6" NE slab sg 149.8 141.1 6.2 95 95 2 " NW slab 1. 151.9 142.3 6.8 96 " 3 W center " 151.8 141.6 7.2 96 " REMARKS: All slab subgrade meets 95% compaction. INSPECTOR: Tim Barney, WABO Lab Manager REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.W19/09 Revision 2 i Pacific TestingInspection& LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 CONCRETE BREAK REPORT Report#003378 DATE CAST: December 10, 2010 CUSTOMER: McBride Construction Resources, Inc. DATE RECEIVED: December 11, 2010 ATTENTION: Howard Stewart PROJECT: Blue Heron ADDRESS: 224 Nickerson Street LOCATION: 6520 Highway 106 Union Seattle, WA 98109 PROJECT# 100115 Seattle, WA 98101 PERMIT# Mason Cty. COM 2010-00077 Location of Placement: West wall Sample Location: At pump hopper ® Concrete(ASTM C-39) ❑ Mortar(ASTM C-109) ❑ Cubes (ASTM C-1107)❑ Lt.Wt. Concrete(ASTM C-478) ❑ Other: COMPRESSION TEST RESULTS Log Test Date of Total Load Sample Sample Compressive Tested No. Age Test (Lbs.) Dimensions Area Strength By Break Test (Days) In. S . In. (PSI) Type Results 10-2927 7 12/17/10 66,030 4.01 12.63 5,230 TB 5 ® Conforming 10-2928 28 117/11 77,330 4.00 12.57 6,150 TB 5 ❑ Nonconforming 10-2929 28 1/7/11 79,040 4.00 12.57 6,290 TB 2 10-2930 28 1/7/11 76,660 4.00 12.57 6,100 TB 3 10-2931 H REQ'D 28 3,000 FIELD OBSERVATIONS Supplier: Miles Mix#: 0645AF6 Contractor: McBride Construction Qty. Placed: 45 yds. Cement: 4965 lbs. Ticket#: 149459 F.A.: 640 lbs. ® Samples made by PTI Technician Truck#: M097 Water: 1375 lbs. ® Samples Picked Up by PTI Batch Time: 11:53 Sand: 14540 lbs. Sarnpie T ime: 12:40 C. Agg.: 18600 lbs. #57 Slump(ASTM C-143): 4.5" C. Agg.: 27 Allowable Added Water Air(ASTM C-231): A•E•A• Concrete Temp(ASTMC-1064): 580 Add Mix: Po1y997 344 oz. 10 Gallons Water Added Before Sampling Min/Max: ° / Add Mix: MBA90 41 oz. Ambient Temp: 540 Add Mix: REMARKS: Mix placed by pump and internal vibration. One set of 4"X 8" taken. See field report#003722 for resteel inspection INSPECTOR: Tim Barney, WABO Lab Manager REVIEWED BY: William A. Hacker, Technical Director y All results apply only to actual locations and materials tested As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 3 I Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 FIELD REPORT Report#003722 DATE: December 10, 2010 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Time: Temp: oWeather: Inspection Type: R/S R/C PTI representative arrived on site as schedWed for resteel inspectton -and concrete placement inspection. _Walls at exterior range up to 15'. Due to forms being in place steel from grids A - H, lines 3 - 4, could not be verified for lap, clearance, and placement. Laps at top are not staggered. 5' of wall at grid G.8, line .5, has (3) #5 bars epoxied into footing. No inspection of epoxy and bar placement was done. Interior column pads and interior wall footings meet details of plans S3.1 for size, grade, lap, and clearances. Engineer and county inspectors were on site on 12-9-10 and inspected wall steel. Deficiencies were noted. I spoke with engineer and he will send a letter for wall steel signing it off. Observed placement of 45 yards of mix #0645AF6. (1) set of 4" x 8" samples taken for lab compression testing. Observed placement of wet set sill plate bolts per plans. To the best of my knowledge, the above WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. INSPECTOR: Tim Barney, WABO Lab Manager REVIEWED BY: William A. Hacker, Technical Directo � All results apply only to actual locations and materials tested. Asa mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8119/09 Revision 2 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 CONCRETE BREAK REPORT Report#003378 DATE CAST: December 10, 2010 CUSTOMER: McBride Construction Resources, Inc. DATE RECEIVED: December 11, 2010 ATTENTION: Howard Stewart PROJECT: Blue Heron ADDRESS: 224 Nickerson Street LOCATION: 6520 Highway 106, Union Seattle, WA 98109 PROJECT# 100115 Seattle, WA 98101 PERMIT# Mason Cty. COM 2010-00077 Location of Placement: West wall Sample Location: At pump hopper — — ® Concrete(ASTM C-39) [] Mortar(ASTM C-109) [:] Cubes (ASTM C-1107)❑ Lt. Wt. Concrete (ASTM C-478) ❑ Other: COMPRESSION TEST RESULTS Log Test Date of Total Load Sample Sample Compressive Tested No. Age Test (Lbs.) Dimensions Area Strength By Break Test Da s In. (Sq. In. PSI Type Results 10-2927 7 12/17/10 66,030 4.01 12.63 5,230 TB 5 ❑ Conforming 10-2928 28 1/7/10 1 Nonconforming 10-2929 28 1/7/10 10-2930 28 1/7/10 10-2931 H REQ'D 28 3,000 FIELD OBSERVATIONS Supplier: Miles Mix#: 0645AF6 Contractor: McBride Construction Qty. Placed: 45 yds. Cement: 4965 lbs. Ticket#: 149459 F.A.: 640 Ibs. ❑ Samples made by PTI Technician Truck#: M097 Water: 1375 lbs. 1`71 Samples Picked Up by PTI Batch Time: 11:53 Sand: 14540 lbs. Sample Time: 12:40 C. Agg.: 18600 Ibs. #57 Slump(ASTM C-143): 4.5" C. Agg.: 27 Allowable Added Water Air(ASTM C-231): A.E.A. Concrete Temp (ASTM c-1o64): 58' Add Mix: Poly997 344 oz. 10 Gallons Water Added Before Sampling Min/Max: ° / Add Mix: MBA90 41 oz. Ambient Temp: 54' Add Mix: REMARKS: Mix placed by pump and internal vibration. One set of 4" X 8" taken. See field report#003722 for resteel inspection. INSPECTOR: Tim Barney, WABO Lab Manager REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev a/19/09 i� Revision 3 F Pacific Testing & Inspection LLC 2417 Harrison Avenue, Ce tralia, WA 98531 Phone (360) 736-3922 F x (360) 807-6002 IN PLACE DENSITY TkST REPORT Report# 002032 DATE: December 10, 2010 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Work Location: Slab subgrade Imrort Fill 2] Soils Consistent w/Proctor ❑ Y Contractor Notified of Results ® Y Native Soil ❑ ❑ N ❑ N Soils Found to be Firm and Unyielding, and,To ® Y The Best of Our Knowledge Meet Compaction ❑ N Sample No.* Descri tion Proctor Value 1 Gravel borrow (Mays Testing) 147.8 @ 6.8% Test Method: ❑ ASTM D-698 ® ASTM D- 557 Gauge Standard: MS-889 DS-3309 Gauge I.D. and IN: Explorer 740 Test Wet Dry Moist. Comp. # Depth Location Elev. Density Density % * % Req. 1 8" NW slab SG 145.5 137.7 5.6 1 95 95 REMARKS: INSPECTOR: Tim Barney WABO Lab Manager REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested Asa mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.tIH 9/09 Revision 2 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 CONCRETE BREAK REPORT Report#003247 DATE CAST: November 29, 2010 CUSTOMER: McBride Construction Resources, Inc. DATE RECEIVED: November 30, 2010 ATTENTION: Howard Stewart PROJECT: Blue Heron ADDRESS: 224 Nickerson Street LOCATION: 6520 Highway 106, Union Seattle, WA 98109 PROJECT# 100115 Seattle, WA 98101 PERMIT# Mason Cty. COM 2010-00077 Location of Placement: Exterior and interior footings except E.3. Sample Location: C.5 -4 ® Concrete(ASTM C-39) ❑ Mortar(ASTM C-109) ❑Cubes (ASTM C-1107)❑ Lt.Wt. Concrete(ASTM C-478) ❑ Other: COMPRESSION TEST RESULTS Log Test Date of Total Load Sample Sample Compressive Tested No. Age Test (Lbs.) Dimensions Area Strength By Break Test Da s (In.) ((Sq. In. PSI Type Results 10-2770 7 12/6/10 57,940 3.99 12.50 4,640 SM 2 ® Conforming 10-2771 28 12/27/10 75,820 4.00 12.57 6,030 TB 2 ❑ Nonconforming 10-2772 28 12/27/10 77,690 3.99 12.50 6,210 TB 2 10-2773 28 12/27/10 74,690 4.00 12.57 5,940 TB 2 10-2774 H REQ'D 28 3,000 FIELD OBSERVATIONS Supplier: Miles Mix#: 0645AF6 Contractor: McBride Construction Qty. Placed: 10 of 20 yds. Cement: 4955 lbs. Ticket#: 149339 F.A.: 645 lbs. ® Samples made by PTI Technician Truck#: M068 Water: 156 gal. ❑ Samples Picked Up by PTI Batch Time: 10:01 Sand: 14140 lbs. Sample Time: 10:40 C. Agg.: 15920 lbs. 7/8" Slump (ASTM c-143): 4 3/4" C. Agg.: 2960 lbs. pea 27 Allowable Added Water % Air(ASTMc-231): 4.6 A.E.A. MBAE 25 oz. Concrete Temp(ASTM c-1064): 610 Add Mix: Poly997 336 oz. 22 Gallons Water Added Before Sampling Min/Max: °/ Add Mix: Ambient Temp: oAdd Mix: REMARKS: Steel inspected per approved plans. No exceptions noted. Items noted by county were remedied. As per engineers site observation, vertical steel not tied will be wet set and #5 bar will be replacing#4 bars. Verts were wet set per engineers instructions. Grade 60 rebar used. Concrete placed by boom pump and consolidated via internal vibration. INSPECTOR: Ron Beckett, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested. As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 3 RECEIVED Pacific Testing & Inspection LG 20 2417 Harrison Avenue, Centralia, WA 98531 426 W. CEDAR ST- Phone (360) 736-3922 Fax (360) 807-6002 CONCRETE BREAK REPORT Report#003247 DATE CAST: November 29, 2010 CUSTOMER: McBride Construction Resources, Inc. DATE RECEIVED: November 30, 2010 ATTENTION: Howard Stewart PROJECT: Blue Heron ADDRESS: 224 Nickerson Street LOCATION: 6520 Highway 106, Union Seattle, WA 98109 PROJECT# 100115 Seattle, WA 98101 PERMIT# Mason Cty. COM 2010-00077 Location of Placement: Exterior and interior footings except E.3. Sample Location: C.5 -4 ® Concrete(ASTM C-39) ❑ Mortar(ASTM C-109) [:] Cubes(ASTM C-1107)❑ Lt.Wt. Concrete(ASTM C-478) ❑ Other: COMPRESSION TEST RESULTS Log Test Date of Total Load Sample Sample Compressive Tested No. Age Test (Lbs.) Dimensions Area Strength By Break Test (Days) In. (Sq. In. PSI Type Results 10-2770 7 12/6/10 57,940 3.99 12.50 4,640 SM 2 ❑ Conforming 10-2771 28 12/27/10 ❑ Nonconforming 10-2772 28 12/27/10 10-2773 28 12/27/10 10-2774 H REQ'D 28 3,000 FIELD OBSERVATIONS Supplier: Miles Mix#: 0645AF6 Contractor: McBride Construction Qty. Placed: 10 of 20 yds. Cement: 4955 lbs. Ticket#: 149339 F.A.: 645 lbs. ® Samples made by PTI Technician Truck#: M068 Water: 156 gal. ® Samples Picked Up by PTI Batch Time: 10:01 Sand: 14140 lbs. Sample Time: 10:40 C. Agg.: 15920 lbs. 7/8" Slump(ASTM c-143): 4 3/4" C. Agg.: 2960 lbs. pea 27 Allowable Added Water %Air(ASTMc-231): 4.6 A.E.A. MBAE 25 oz. Concrete Temp(ASTM c-1064): 610 Add Mix: Poly997 336 oz. 22 Gallons Water Added Before Sampling Min/Max: o/ b Add Mix: Ambient Temp: b Add Mix: REMARKS: Steel inspected per approved plans No exceptions noted Items noted by county were remedied. As per engineers site observation vertical steel not tied will be wet set and#5 bar will be replacing#4 bars. Verts were wet set per engineers instructions. Grade 60 rebar used. Concrete placed by boom pump and consolidated via internal vibration. INSPECTOR: Ron Beckett, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 3 Pacific Testing p& Ins ection UEbsIVED 2417 Harrison Avenue, Centralia, WA 98531 DEC Q'7 2010 Phone (360) 736-3922 Fax (360) 807-6002 426 W. CEDAR SS FIELD REPORT Report#003426 DATE: November 20, 2010 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 _ Time: 8:00 Temp: 40/45' Weather: Overcast Inspection Type: IPD'S PTI representative on site per request of client to perform compaction testing for base grade material used as structural backfill for proposed building. Proctor value used for today's testing came from others. Inspector performed thirty IPD-soil tests for compaction at six different locations of the building site (five tests per site). Tests #1, 6, 11, 16, and 21 did not meet required 95% compaction. Tests #5, 10, 15, 20, and 25 were for same location at same base grade and met required compaction. All remaining tests met required compaction for structural backfill. INSPECTOR: J. Bruce Diamond, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director _ All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves.all reports are submitted as the confidential property of customers,and authorization for publication of statements.conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 2 I Pacific Testing & Inspection $DIVED 2417 Harrison Avenue, Centralia, WA 98531 DEC 03 2010 Phone (360) 736-3922 Fax (360) 807-6002 426 W. CEDAR aB IN PLACE DENSITY TEST REPORT Report#001898 DATE: November 20, 2010 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Work Location: Base grade material used for structural backfill for proposed building BS = base grade Import Fill ® Soils Consistent w/Proctor ® Y Contractor Notified of Results ® Y Native Soil ❑ ❑ N _ ❑ N Soils Found to be Firm and Unyielding, and,To ® Y The Best of Our Knowledge, Meet Compaction ❑ N Sample No.* Description Proctor Value 147.8 @ 6.8% Test Method: ❑ ASTM D-698 ® ASTM D-1557 Gauge Standard: MS-966 DS-2960 Gauge I.D. and S/N: Explorer 741 Test Wet Dry Moist. Comp. # Depth Location Elev. Density Densit % * % Req. 1 8" 5' East of grid 4, 3' South of line E BG 142.2 134.7 5.5 91 95 2 " BG-8" 148.3 140.0 5.9 95 " 3 " " BG-16" 148.3 139.6 6.2 95 " 4 " " BG-10" 147.5 139.7 5.7 95 " 5 BG 146.5 139.8 5.3 95 " 6 10' East of grid 4, 5' North of line E BG 141.3 134.2 5.3 91 " 7 BG-10" 146.6 139.5 5.8 95 " 8 BG-1 8" 149.1 139.6 6.9 95 " REMARKS: See field report#003426 for remarks_ Page 1 of 4 INSPECTOR: J. Bruce Diamond, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.V9109 Revision 2 Pacific Testing & Inspection 7�7� 2417 Harrison Avenue, Centralia, WA 98531 I&Fj V ED Phone (360) 736-3922 Fax (360) 807-6002 DEC 0.1 2010 IN PLACE DENSITY TEST REPORT 426 W. CEDAR ST. Report#001899 DATE: November 20, 2010 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Work Location: Base grade material used for structural backfill for proposed building BS = base grade Import Fill ® Soils Consistent w/Proctor ® Y Contractor Notified of Results ® Y Native Soil ❑ ❑ N ❑ N Soils Found to be Firm and Unyielding, and,To ® Y The Best of Our Knowledge, Meet Compaction ❑ N Sample No.* Description Proctor Value 147.8 @ 6.8% Test Method: ❑ ASTM D-698 ® ASTM D-1557 Gauge Standard: MS-966 DS-2960 Gauge I.D. and S/N: Explorer 741 Test Wet Dry Moist. Comp. # Depth Location Elev. Density Density % % Re . 9 8" 10' East of grid 4, 5' North of line E BG-10" 147.6 140.0 5.5 95 95 10 " " BG 146.9 139.9 5.4 95 " 11 " 9' East of grid 4, 5' North of line B BG 142.0 134.9 5.2 91 " 12 " " BG-10" 147.6 139.6 6.0 95 " 13 " " BG-18" 147.5 139.9 5.7 95 " 14 BG-10" 148.8 141.0 5.4 95 " 15 BG 145.4 139.7 5.5 95 " 16 5' East of grid 4, line G.6 BG 145.1 138.2 5.0 94 " REMARKS: See field report#003426 for remarks. Page 2 of 4 INSPECTOR: J. Bruce Diamond, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19= Revision 2 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 RECEIVED IN PLACE DENSITY TEST REPORT DEC &.7 �010 a Report#001900 DATE: November 20, 2010 CUSTOMER: McBride Construc#A&6Ek"T. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cl COM 2010-00077 Work Location: Base grade material used for structural backfill for proposed building BS = base grade Import Fill ® Soils Consistent w/Proctor ® Y Contractor Notified of Results ® Y Native Soil ❑ ❑ N ❑ N Soils Found to be Firm and Unyielding, and,To ® Y The Best of Our Knowledge Meet Compaction ❑ N Sample No.` Description Proctor Value 147.8 @ 6.8% Test Method: ❑ ASTM D-698 ® ASTM D-1557 Gauge Standard: MS-966 DS-2960 Gauge I.D. and SIN: Explorer 741 Test Wet Dry Moist. Comp. # Depth Location Elev. Density Density % % Re . 17 8" 5' East of grid 4, line G.6 BG-10" 147.1 140.4 5.5 95 95 18 " " BG-19" 148.2 139.6 6.4 95 " 19 " rr BG-9" 147.0 139.6 5.4 95 " 20 11 11BG 146.5 139.8 4.7 95 11 21 " 15' East of grid 4, line GA BG 141.7 134.2 5.5 91 " 22 " " BG-11" 148.2 140.7 5.3 95 " 23 BG-18" 147.1 139.8 5.4 95 " 24 BG-10" 145.2 139.6 4.8 94 " REMARKS: See field report#003426 for remarks. Page 3 of 4 1 INSPECTOR: J. Bruce Diamond, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director I All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.6/79/09 Revision 2 Pacific Testing & InspectiolaJELIDED 2417 Harrison Avenue, Centralia, WA 98531 DEC a 7 2010 Phone (360) 736-3922 Fax (360) 807-6002 IN PLACE DENSITY TEST REPORT 426. W. CEDAR S-L Report#001901 DATE: November 20, 2010 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle,WA 98109 PERMIT# Mason Cty. COM 2010-00077 Work Location: Base grade material used for structural backfill for proposed building BS = base grade Import Fill ® Soils Consistent w/Proctor ® Y Contractor Notified of Results ® Y Native Soil ❑ ❑ N ❑ N Soils Found to be Firm and Unyielding,and,To ® Y The Best of Our Knowledge Meet Compaction ❑ N Sample No.* Description Proctor Value 147.8 @ 6.8% Test Method: ❑ ASTM D-698 ® ASTM D-1557 Gauge Standard: MS-966 DS-2960 Gauge I.D. and S/N: Explorer 741 Test Wet Dry Moist. Comp. # Depth Location Elev.I Density Density % % Reg. 25 8" 15' East of grid 4, line G.4 BG 147.2 139.6 5.4 95 95 26 " 10' East of grid 4, line F.2 BG 148.4 141.8 4.6 96 " 27 " BG-9" 148.0 140.0 5.7 95 " 28 BG-20" 148.5 140.5 6.0 95 " 29 " BG-10" 147.8 140.7 5.0 95 " 30 BG 146.7 140.0 4.8 95 " I REMARKS: See field report#003426 for remarks. Page 4 of 4 INSPECTOR: J. Bruce Diamond, WABO Inspector REVIEWED BY: William A. Hacker, Technical Director All results apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or edmds from or regarding our reports is reserved pending our written approval. Rev.8/1B/O9 Revision 2 Pacific Testing & Inspection D 2417 Harrison Avenue, Centralia, WA 98531 WV 2 3 2010 Phone (360) 736-3922 Fax (360) 807-6002 426 W. CEDAR ST. FIELD REPORT Report# 110410 DATE: November 4, 2010 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, Union ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# Mason Cty. COM 2010-00077 Time: 2 pm Temp: 620 Weather: Clear Inspection Type: French Drain PTI representative on site as requested for special inspection of french drain installation. Sheet C5 of approved drawings shows details of french drain installed on west side of building with elevation shown as 45.52' at bottom, 46.52' at pipe and 49.52' top of gravel. Pipe is identified as 6" ASTM 3034 with 1/2" perforations at 4&8 o'clock at 6" OC. PTI witnessed from approximately 25' off the NW corner, (the north end of drain section), installation of the first 2 sections (40') of pipe placed on top of fabric and 6" of gravel. Pipe was then covered to prescribed depth. Work visually appears to be proceeding per approved plan. No deficiencies are noted. To the best of my knowledge, the above was performed in accordance with the approved plans, specifications, and regulatory requirements. INSPECTOR: Jaimie D. Gordon, WABO Inspector REVIEWED BY: William A. Hacker, Technical Directof Y' All resuhs apply only to actual locations and materials tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Rev.8/19/09 Revision 2 Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax (360) 807-6002 FIELD REPORT Report# 102810 DATE: October 28, 2010 _ CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron _ ATTENTION: Howard Stewart, McBride Const., 360-490-6933 LOCATION: 6520 Highway 106, Union,WA _ ADDRESS: 224 Nickerson Street, Seattle,WA 98109 PROJECT# 100115 _ PERMIT# Mason Cty. COM 2010-00077 Time: 8 am Temp: 52' Weather: Rain Inspection Type: Soil Compaction PTI representative on site as requested for special inspection of soil compaction. Imported fill, (crushed approx. 1"minus, certifications and supplier information on file at McBride job trailer provided for review.) was placed per the contractor in 8" lifts with a depth ranging from 8" on the east end of excavation to 3' in places in the middle to west end of excavation. Material was compacted with a roller compactor (approximately 25,000 lb.). Per geotec:h report"proof rolling" compaction verification was sufficient to confirm in place density. Since the site was excavated down into a 10' below topsoil grade, it was not possible to roll a loaded dump truck for traditional "proof rolling". The contractor had PTI witness compaction of the top lift with the roller compactor to reveal any deflection of material as the machine passed over. It was noted that the material was firm and unyielding as the machine vibrated and passed -ver the fill area. There were 2 questionable spots when the machine initially rolled over it, but with Aditional passes with the machine these areas came to a firm condition. A 5/8" stake was driven with a mallet in various areas throught the site and met strong resistance in less than 2-4". Work appears to be visually acceptable. To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements. S66-tt 4�-� INSPECTOR: Jaimie D. Gordon REVIEWED BY: nr rex,n:apply Dray to aaai oc.,i«,s ane maeriah reseed.as a rrue�,i prdectia,m w52«ners,a,e prIDtic ana wserm,ao reF•ms are srerrstted a:a,a mseera;ai property or�«r�r:,ana antnoriatron r«pafl6cation of staemnxs.cmcWsian« e#ruds ban«regardrg«r rcporfs is reeerved perx4ng o.r wiffen epprwzl. _,e..n... r Pacific Testing &, Inspection I.I.C. 2417 Harrison Avenue, Centralia, WA 98531 Phone (360) 736-3922 Fax(360)807-6002 FIELD REPORT Report# 110410 DATE: November 4, 2010 _ CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron _ ATTENTION: Howard Stewart, McBride Const_, 360-490-6933 LOCATION: 6520 Highway 106, Union, WA _ ADDRESS: 224 Nickerson Street, Seattle,WA 98109 PROJECT# 100115 PERMIT# Mason Cty. COM 2010-00077 Time: 2 pm Temp: 62' Weather: Clear Inspection Type: French Drain PTI representative on site as requested for special inspection of french drain installation. Sheet C5 of approved drawings shows details of french drain installed on west side of building with elevation shown as 45.52' at bottom, 46.52' at pipe and 49.57 top of gravel. Pipe is identified as 6"ASTM 3034 with 1/2" perforations at 4&8 o'clock at 6" OC. PTI witnessed from approximately 25' off the NW corner, (the north end of drain section), installation of the first 2 sections (40') of pipe placed on top of fabric and 6" of gravel. Pipe was then covered to prescribed depth_ Work visually appears to be proceeding per approved plan. No deficiencies are noted. To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirement;. INSPECTOR: It711e D. GOrdon REVIEWED BY: Aq resuks apply only to actual options and rretenals tested. Asa mLowl protection to customers,Ure p6Gc and ours4t .at reports are subrt.tfed as the corfidermal property of o sto,,e s.and ardt—ahon for puGca m of sratenxrus.cpnduu+orrs or extracts turn m regarrEng our reports is reserved pendng our wr'iren approval. Pacific Testing & Inspection&kQvED 2417 Harrison Avenue, Centralia, WA 98531 Nov 0 a 2010 Phone (360) 736-3922 Fax (360) 807-6002 426 W. CE DAR S.T, FIELD REPORT Report# 102810 DATE: October 28, 2010 CUSTOMER: McBride Construction Resources, Inc. PROJECT: Blue Heron ATTENTION: Howard Stewart LOCATION: 6520 Highway 106, UnionA ADDRESS: 224 Nickerson Street PROJECT# 100115 Seattle, WA 98109 PERMIT# COM 2010-00077 Time: 8 am Temp: 52' Weather: Rain Inspection Type: VSI PTI representative on site as requested for special inspection of soil compaction. Imported fill, (crushed approx. 1" minus, certifications and supplier information on file at McBride job trailer provided for review) was placed per the contractor in 8" lifts with a depth ranging from 8" on the east end of excavation to 3' in places in the middle to west end of excavation. Material was compacted with a roller compactor (approximately 25,000 lb.). Per geotech report "proof rolling" compaction verification was sufficient to confirm in place density. Since the site was excavated down into 10' below top soil grade, it was not possible to roll a loaded dump truck for traditional "proof rolling". The contractor had PTI witness compaction of the top lift with the roller compactor to reveal any deflection of material as the machine passed over. It was noted that the material was firm and unyielding as the machine vibrated and passed over the fill area. There were 2 questionable spots when the machine initially rolled over it, but with additional passes with the machine these areas came to a firm condition. A 5/8" stake was driven with a mallet in various areas through out the site and met strong resistance in less than 2-4". Work appears to be visually acceptable. To the best of my knowledge, the above was performed in accordance with the approved plans, specifications, and regulatory requirements. INSPECTOR: Jaimie D. Gordon, WABO Inspector REVIEWED BY: William A. Hacker, Technical Direct r All results apply only to actual locations and materials tested,As a mutual protection to customers,the public and ourselves,all reports are submitted as the confidential property of customers,and authorization for publication of statemems,conclusions or extracts from or regarding our reports Is reserved pending our written approval. Rev.8/19/09 Revision 2 I Pacific Testing & Inspection LLC 2417 Harrison Avenue, Centralia,WA 98531 Phone(360) 736-3922 Fax (360)807-6002 Sieve Report Project:Blue Heron Date Received: 19-Oct-10 Project#: 100115 Sampled By:BD ASTM D-2487 Unified Soils Classification System Customer:McBride Construction Date Tested:21-Oct-10 GW,Well-graded Gravel with Sand Source:Pit Run Tested By:TB Sam le#: 1187 Color: Medium Brown Dt;1=0.351 min %Gravel=67.9% Coeff.of Curvature,Q,= 1.81 Specifications D1I°l=0.668 mm %Sand=29.2% Coeff.of Uniformity,Q,=21,22 No Specs Dt°I=4.143 mm %Silt&Clay=2.8% Fineness Modulus=6.19 Sample Meets Specs?Yes D,,1=9.695 min Fracture%=n/a Liquid Limit=0.0% Dtoal=14.185 mm Moisture%,as sampled=n/a Plastic Limit=0.0% DI90y= mm Plasticity Index=0.0% Actual !Interpolated CumulativelCumulative Grain Size Distribution Sieve Size Percent Percent Specs Specs $o�+t9NttR$ �8 SR US Metric PassingI PawingMax Min ' �:xs e,W � IT 7 r# �r'�'6.00" 150.00 100% 100.0% 0.0% 100% T r r,r-t-- 100.0% 4.00" 100.00 96% 96% 100,00/0 0.00/0 III I I I I IIIII I I I I I I I !I I I I I I I I !IIIII I I !IIII I I I I11T I I I 3.00" 75.00 92% 90% Ii+'�l1-r__TIT11T1-r--fTnrrr-I---lTlT rrr�-- 90.0% 2.50" 63.00 90°/a 901/6 100.01/. 0.0% I I I IIIII I I 1 III I I I II111 I I II I111 I I IIII11 I I IIIII I I I 2.00" 50.00 88% 88% 100.0% 0.0"/0 ° III I I IIIII I I I l 1 1 I 11 I I 11 1 I ------------------------------1 60h IIIII�' I IIIII 1 I I ,IIIII 1 I I IIIII 1 1 I ' 1.75' 45.00 861/6 I 100.01/. 0.0% IIIII I I I I I I I I I I I �11 1 1 1 I I 1 I I 1 1 1 I I I 1.50" 37.50 83% 83% 1 100.0% 0.0% I I I I I I I I I I 1 I I I I I I 1.25" 31.50 I 81% ( 81% 100.0% 0.0°/. 70°i6 1111_I �- --Illlill_L_-11111L1-1___II11L1_LJ-- 70.0% IIIII 11 IIIII I I 1 .IIIII I I I I I 1 1 1 I I I I IIIII I I I IIIII I I I IIIII I I 1 IIIII 1 1 1 1.00, 25.00 77% 77% 100.0% 0.0% l 1 1 1 1 1 I 1 1 1 1 I I I 1 1 I 1 1 1 1 1 I 7/8" 22.40 I 73% 100.0'/6 0.0% �yb 11LIJJ_L _1111-111_L_-L1JILLJ___IL11L1_I_J_- 60.0% 3/4" 19.00 68% 68% 100.0% 0.0% C 111 I I 11 I III 1 1 I I I ;lilt I I I I IIIII I I I Im IIIII I I I IIIII I I I IIIII I I I IIIII I I 1 C 5/8' 16.00 63% 63% 100.0% 0.01/. N III 11 1 I 1111 1 I 1!2" 12.50 57% 57/ 100.0% 0.0% 50% UUJ J_L__ 11111_LI __IUI I.I.I. L.I. _I___I 1I I 1I LI LI LI JI_- 50.0% 0yml I11111 I I 1111 I I I 'IIIII I I I III111 1 1 3/8" 9.50 50% 50% 1 100.0% 0.0°/a �' I I I I I I I I I 1 1 1 I I 1 1 I IL !IIIII I I I I II I I 'IIIII ! I I III11I 1 1 e 1/4" 6.30 1 38% 100.0% 0.0% x 40% uLIJu_1 __u IJ11_L__41ULL1_I-__ILIILLI-J-- 40.0% #4 4.75 I 32% 32% 100.0% 0.(M. IIIII 11 I II I I I I II11 I I I I IIIII I I I III111 1 1 III I I I I IIIII I I I 111111 I I #8 2.360 24% 24% 100.0% 0.0"/0 111 1 1 1 1 1 lilt I I I 11 I I I I t I II I I I I I I 010 2.000 22% 22% 100.0% 0.01% 30% µ H a-1-+--44+14 4-I---W W 4 1-+-1---1414 I-I-F a-- 30.0% 1111111 1 111111 1 Hill I I IIIII I1 1 #16 1.180 15"/. 15% 100.0°/a 0.0% III11 1 1 I II I11 1 I IIIII 1 1 I II111 I I 1 #20 0.850 12% I 12% 100.0% 0.0°/a o !I I I I I I I III 1 1 1 I _I I I I I I I I IIIII 11 I 20h HI-I�i�+-+--+I+l++�- -I--+I+I+f1-F-4-- 20.0% #30 0.600 90/0 ( 9% 100.0% 0.0°/, 11111 I I I III11 I I I .IIIII 1 1 I IIIII 1 1 I !IIIII I I !IIIII I I II111I I I !IIIII I I #40 0.425 6% I 6% 1 100.0% 0.0'/ 11 1 1 I II I I I I I III 1 1 I I11 I I I #50 0.300 4% I 4% 100.0% 0.09/e 10% II1 !III I I I 1 #60 0.250 4% I I 4% 100.0% 0.0% !I I I I I III 1 1 I I 1 J I I`•+�+�-��il lil t I I I I #80 0.180 3% 3% 100.1P/o 0.01% 0% 0.0% #100 0.150 3% 3% 100.0% 0.0% 100.00 10.00 1.00 0.10 0.01 #140 0.106 3% 100.0% 0.0% , #170 0.090 3% 100.0/0 0.0'/e Particle Size(mm) #200 0.075 2.80/a 1 2.8% 100.0% 0.01% } Sieve Sirs A-Mex Specs -Mm Spec" Sieve Results Copyri Spear Fatgiarriog Txhmc.l services PS,19945-2005 Comments: Due to material being greater than 30%+3/4"a moisture density relation can't be run per ASTM. Reviewed by: Tim Barney Res.8/19M Rev sion 2 All results apply only to actual locations and materiels tested.As a mutual protection to customers,the public and ourselves,all reports are submitted as the ronfidential property of customers,and authorization for publication of statements,conclusions or extracts fiom or regarding our rep"is reamed pending our written approval.