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Home My WebLink About19223 68th Dr Ne_BLD2410- Inspection Reports Part 1_2025 Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB004 PERMIT #: DATE: 12/9/2019 CLIENT: Coast Construction Group PAGE #: 1 of 1 CONTRACTOR: Coast Construction Group INSPECTOR: Joel Morder Placement Location: South and West Retaining Wall Sample Location: Southeast Corner of Wall, First Load, Middle of the Batch Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 5.00 15 Mix # 0160P Air Content, % (C231) NT Mix Description 6.5 Sack, 7/8" Agg Unit Weight, pcf (C138) NT Truck/Ticket # 79172 / 190233 Air/Mix Temp.,Â°F (C1064) 40 / 58 JM2 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 70 Cure Method - Initial / Final Container / Water Tank Time Batched 8:35 AM Water Added on Job, gals 0 Time Sampled 9:15 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 4577 7 12-16 67260 4.00 12.57 5350 TYPE 2: 4578 28 01-06 77120 4.00 12.57 6140 TYPE 2: 4579 28 01-06 78520 4.00 12.57 6250 TYPE 2: 4580 28 01-06 78270 4.00 12.57 6230 TYPE 2: 4581 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: Geotest on site for inspection of concrete placed for the walls referenced above. Slab dowels and pilaster anchor bolts were observed to have been installed. Concrete was placed by boom pump and consolidated through mechanical vibration. All elements inspected were in conformance with approved plans and drawings. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB001 PERMIT #: BLD-2410 DATE: 11/5/2019 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Carl Reynolds Placement Location: Spread Footings A/1-20, 20/A-E, and 1/A-B Sample Location: Sampled at Middle 1/3rd of Load Placed at Approx A/4 Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 6.00 007 Mix # 0160P Air Content, % (C231) N/T 20 Mix Description 6sk, Pea, HR WRA, Unit Weight, pcf (C138) N/T Truck/Ticket # 78092 / 187051 Air/Mix Temp.,Â°F (C1064) 46 / 64 CR01 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F N/T Quantity Placed, cy 125 Cure Method - Initial / Final Container / Water Tank Time Batched 10:31 AM Water Added on Job, gals 10 Time Sampled 11:13 AM Water Requested by SPC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 3059 7 11-12 60690 4.00 12.57 4830 TYPE 2: 3060 28 12-03 0 0.00 0.00 0 3061 28 12-03 0 0.00 0.00 0 3062 28 12-03 0 0.00 0.00 0 3063 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: Monitored and tested placement of 125 cubic yards of Smokey Point Concrete mix #0160P at spread footings A/1-20, 20/A-E, and 1/A-B. Concrete placed by boom pump and was mechanically consolidated. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB001 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Concrete Placement Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB001 PERMIT #: BLD-2410 DATE: 11/5/2019 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Carl Reynolds Placement Location: Spread Footings A/1-20, 20/A-E, and 1/A-B Sample Location: Sampled at Middle 1/3rd of Load Placed at Approx A/4 Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 6.00 007 Mix # 0160P Air Content, % (C231) N/T 20 Mix Description 6sk, Pea, HR WRA, Unit Weight, pcf (C138) N/T Truck/Ticket # 78092 / 187051 Air/Mix Temp.,Â°F (C1064) 46 / 64 CR01 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F N/T Quantity Placed, cy 125 Cure Method - Initial / Final Container / Water Tank Time Batched 10:31 AM Water Added on Job, gals 10 Time Sampled 11:13 AM Water Requested by SPC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 3059 7 11-12 60690 4.00 12.57 4830 TYPE 2: 3060 28 12-03 0 0.00 0.00 0 3061 28 12-03 0 0.00 0.00 0 3062 28 12-03 0 0.00 0.00 0 3063 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: Monitored and tested placement of 125 cubic yards of Smokey Point Concrete mix #0160P at spread footings A/1-20, 20/A-E, and 1/A-B. Concrete placed by boom pump and was mechanically consolidated. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB001 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Concrete Placement Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB001 PERMIT #: BLD-2410 DATE: 11/5/2019 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Carl Reynolds Placement Location: Spread Footings A/1-20, 20/A-E, and 1/A-B Sample Location: Sampled at Middle 1/3rd of Load Placed at Approx A/4 Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 6.00 007 Mix # 0160P Air Content, % (C231) N/T 20 Mix Description 6sk, Pea, HR WRA, Unit Weight, pcf (C138) N/T Truck/Ticket # 78092 / 187051 Air/Mix Temp.,Â°F (C1064) 46 / 64 CR01 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F N/T Quantity Placed, cy 125 Cure Method - Initial / Final Container / Water Tank Time Batched 10:31 AM Water Added on Job, gals 10 Time Sampled 11:13 AM Water Requested by SPC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 3059 7 11-12 60690 4.00 12.57 4830 TYPE 2: 3060 28 12-03 84980 4.00 12.57 6760 TYPE 2: 3061 28 12-03 76710 4.00 12.57 6100 TYPE 2: 3062 28 12-03 76130 4.00 12.57 6060 TYPE 2: 3063 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: Monitored and tested placement of 125 cubic yards of Smokey Point Concrete mix #0160P at spread footings A/1-20, 20/A-E, and 1/A-B. Concrete placed by boom pump and was mechanically consolidated. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB001 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Concrete Placement Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB002 PERMIT #: BLD-2410 DATE: 11/19/2019 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Carl Reynolds Placement Location: Walls and Column Plinths - Line A/1 to 20 and 20/A to E, Continuous and Spread Footings - Line B.1 to E and E/1 to 20 Sample Location: Sampled at Middle 1/3rd of Load at Approximately A/16-20 Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 6.00 007 Mix # 0160P Air Content, % (C231) N/T 20 Mix Description 6SK, 7/8 Agg, Pea, HRWR Unit Weight, pcf (C138) N/T Truck/Ticket # 7337 / 188414 Air/Mix Temp.,Â°F (C1064) 42 / 59 CR01 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F N/T Quantity Placed, cy 130 Cure Method - Initial / Final Container / Water Tank Time Batched 7:44 AM Water Added on Job, gals 10 Time Sampled 8:23 AM Water Requested by SPC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 3717 7 11-26 73520 4.00 12.57 5850 TYPE 2: 3718 28 12-17 0 0.00 0.00 0 3719 28 12-17 0 0.00 0.00 0 3720 28 12-17 0 0.00 0.00 0 3721 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: Monitored and tested placement of 130 cubic yards of Smokey Point concrete mix #0160P at walls and column plinths: Line A/1 to 20 and 20/A to E and continuous and spread footing. Line B.1 to E and E/1 to 20. Concrete placed by boom pump and was mechanically consolidated. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB002 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Concrete Placement Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB002 PERMIT #: BLD-2410 DATE: 11/19/2019 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Carl Reynolds Placement Location: Walls and Column Plinths - Line A/1 to 20 and 20/A to E, Continuous and Spread Footings - Line B.1 to E and E/1 to 20 Sample Location: Sampled at Middle 1/3rd of Load at Approximately A/16-20 Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 6.00 007 Mix # 0160P Air Content, % (C231) N/T 20 Mix Description 6SK, 7/8 Agg, Pea, HRWR Unit Weight, pcf (C138) N/T Truck/Ticket # 7337 / 188414 Air/Mix Temp.,Â°F (C1064) 42 / 59 CR01 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F N/T Quantity Placed, cy 130 Cure Method - Initial / Final Container / Water Tank Time Batched 7:44 AM Water Added on Job, gals 10 Time Sampled 8:23 AM Water Requested by SPC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 3717 7 11-26 73520 4.00 12.57 5850 TYPE 2: 3718 28 12-17 0 0.00 0.00 0 3719 28 12-17 0 0.00 0.00 0 3720 28 12-17 0 0.00 0.00 0 3721 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: Monitored and tested placement of 130 cubic yards of Smokey Point concrete mix #0160P at walls and column plinths: Line A/1 to 20 and 20/A to E and continuous and spread footing. Line B.1 to E and E/1 to 20. Concrete placed by boom pump and was mechanically consolidated. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB002 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Concrete Placement Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB002 PERMIT #: BLD-2410 DATE: 11/19/2019 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Carl Reynolds Placement Location: Walls and Column Plinths - Line A/1 to 20 and 20/A to E, Continuous and Spread Footings - Line B.1 to E and E/1 to 20 Sample Location: Sampled at Middle 1/3rd of Load at Approximately A/16-20 Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 6.00 007 Mix # 0160P Air Content, % (C231) N/T 20 Mix Description 6SK, 7/8 Agg, Pea, HRWR Unit Weight, pcf (C138) N/T Truck/Ticket # 7337 / 188414 Air/Mix Temp.,Â°F (C1064) 42 / 59 CR01 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F N/T Quantity Placed, cy 130 Cure Method - Initial / Final Container / Water Tank Time Batched 7:44 AM Water Added on Job, gals 10 Time Sampled 8:23 AM Water Requested by SPC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 3717 7 11-26 73520 4.00 12.57 5850 TYPE 2: 3718 28 12-17 81780 4.00 12.57 6510 TYPE 2: 3719 28 12-17 89170 4.00 12.57 7090 TYPE 2: 3720 28 12-17 88130 4.00 12.57 7010 TYPE 2: 3721 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: Monitored and tested placement of 130 cubic yards of Smokey Point concrete mix #0160P at walls and column plinths: Line A/1 to 20 and 20/A to E and continuous and spread footing. Line B.1 to E and E/1 to 20. Concrete placed by boom pump and was mechanically consolidated. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB002 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Concrete Placement Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB003 PERMIT #: BLD-2410 DATE: 11/25/2019 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin Placement Location: Perimeter Walls and Plinths at Line 20/A to E and Line A/1.1 to 20 Sample Location: 2nd Load, Placed at Bottom 2 to 3 Feet of Wall From Line E/20 to Line A/10 Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 4.25 19 Mix # 02600 Air Content, % (C231) NT Mix Description 6sk. 7/8" HRWR Unit Weight, pcf (C138) NT Truck/Ticket # 6479 / 189156 Air/Mix Temp.,Â°F (C1064) 44 / 58 TM03 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 48 / 58 TM03 Quantity Placed, cy 80 Cure Method - Initial / Final Container / Water Tank Time Batched 7:32 A.M Water Added on Job, gals 10 Time Sampled 9:35 A.M Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 3989 7 12-02 0 0.00 0.00 0 3990 28 12-23 0 0.00 0.00 0 3991 28 12-23 0 0.00 0.00 0 3992 28 12-23 0 0.00 0.00 0 3993 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the reinforcing steel, column anchor bolts, and concrete placement at the locations mentioned above. The reinforcing steel was inspected prior, bar clearances were checked on this date. The anchor bolts were inspected on this date were found to be in accordance with the building manufacturer (NUCOR) drawings. The concrete was placed using a boom pump and was mechanically consolidated. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB003 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Photo of the contractor vibrating the placed concrete. Photo of the contractor placing concrete at Line A. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB003 PERMIT #: BLD-2410 DATE: 11/25/2019 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin Placement Location: Perimeter Walls and Plinths at Line 20/A to E and Line A/1.1 to 20 Sample Location: 2nd Load, Placed at Bottom 2 to 3 Feet of Wall From Line E/20 to Line A/10 Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 4.25 19 Mix # 02600 Air Content, % (C231) NT Mix Description 6sk. 7/8" HRWR Unit Weight, pcf (C138) NT Truck/Ticket # 6479 / 189156 Air/Mix Temp.,Â°F (C1064) 44 / 58 TM03 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 48 / 58 TM03 Quantity Placed, cy 80 Cure Method - Initial / Final Container / Water Tank Time Batched 7:32 A.M Water Added on Job, gals 10 Time Sampled 9:35 A.M Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 3989 7 12-02 69190 4.00 12.57 5500 TYPE 3: 3990 28 12-23 82760 4.00 12.57 6580 TYPE 2: 3991 28 12-23 82640 4.00 12.57 6570 TYPE 2: 3992 28 12-23 80180 4.00 12.57 6380 TYPE 2: 3993 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the reinforcing steel, column anchor bolts, and concrete placement at the locations mentioned above. The reinforcing steel was inspected prior, bar clearances were checked on this date. The anchor bolts were inspected on this date were found to be in accordance with the building manufacturer (NUCOR) drawings. The concrete was placed using a boom pump and was mechanically consolidated. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB003 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Photo of the contractor vibrating the placed concrete. Photo of the contractor placing concrete at Line A. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB003 PERMIT #: BLD-2410 DATE: 11/25/2019 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin Placement Location: Perimeter Walls and Plinths at Line 20/A to E and Line A/1.1 to 20 Sample Location: 2nd Load, Placed at Bottom 2 to 3 Feet of Wall From Line E/20 to Line A/10 Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 4.25 19 Mix # 02600 Air Content, % (C231) NT Mix Description 6sk. 7/8" HRWR Unit Weight, pcf (C138) NT Truck/Ticket # 6479 / 189156 Air/Mix Temp.,Â°F (C1064) 44 / 58 TM03 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 48 / 58 TM03 Quantity Placed, cy 80 Cure Method - Initial / Final Container / Water Tank Time Batched 7:32 A.M Water Added on Job, gals 10 Time Sampled 9:35 A.M Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 3989 7 12-02 69190 4.00 12.57 5500 TYPE 3: 3990 28 12-23 82760 4.00 12.57 6580 TYPE 2: 3991 28 12-23 82640 4.00 12.57 6570 TYPE 2: 3992 28 12-23 80180 4.00 12.57 6380 TYPE 2: 3993 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the reinforcing steel, column anchor bolts, and concrete placement at the locations mentioned above. The reinforcing steel was inspected prior, bar clearances were checked on this date. The anchor bolts were inspected on this date were found to be in accordance with the building manufacturer (NUCOR) drawings. The concrete was placed using a boom pump and was mechanically consolidated. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB003 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Photo of the contractor vibrating the placed concrete. Photo of the contractor placing concrete at Line A. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB004 PERMIT #: BLD-2410 DATE: 12/9/2019 CLIENT: Coast Construction Group PAGE #: 1 of 1 CONTRACTOR: Coast Construction Group INSPECTOR: Joel Morder Placement Location: South and West Retaining Wall Sample Location: Southeast Corner of Wall, First Load, Middle of the Batch Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 5.00 15 Mix # 0160P Air Content, % (C231) NT Mix Description 6.5 Sack, 7/8" Agg Unit Weight, pcf (C138) NT Truck/Ticket # 79172 / 190233 Air/Mix Temp.,Â°F (C1064) 40 / 58 JM2 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 70 Cure Method - Initial / Final Container / Water Tank Time Batched 8:35 AM Water Added on Job, gals 0 Time Sampled 9:15 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 4577 7 12-16 67260 4.00 12.57 5350 TYPE 2: 4578 28 01-06 0 0.00 0.00 0 4579 28 01-06 0 0.00 0.00 0 4580 28 01-06 0 0.00 0.00 0 4581 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: Geotest on site for inspection of concrete placed for the walls referenced above. Slab dowels and pilaster anchor bolts were observed to have been installed. Concrete was placed by boom pump and consolidated through mechanical vibration. All elements inspected were in conformance with approved plans and drawings. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB004 PERMIT #: BLD-2410 DATE: 12/9/2019 CLIENT: Coast Construction Group PAGE #: 1 of 1 CONTRACTOR: Coast Construction Group INSPECTOR: Joel Morder Placement Location: South and West Retaining Wall Sample Location: Southeast Corner of Wall, First Load, Middle of the Batch Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 5.00 15 Mix # 0160P Air Content, % (C231) NT Mix Description 6.5 Sack, 7/8" Agg Unit Weight, pcf (C138) NT Truck/Ticket # 79172 / 190233 Air/Mix Temp.,Â°F (C1064) 40 / 58 JM2 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 70 Cure Method - Initial / Final Container / Water Tank Time Batched 8:35 AM Water Added on Job, gals 0 Time Sampled 9:15 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 4577 7 12-16 67260 4.00 12.57 5350 TYPE 2: 4578 28 01-06 0 0.00 0.00 0 4579 28 01-06 0 0.00 0.00 0 4580 28 01-06 0 0.00 0.00 0 4581 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: Geotest on site for inspection of concrete placed for the walls referenced above. Slab dowels and pilaster anchor bolts were observed to have been installed. Concrete was placed by boom pump and consolidated through mechanical vibration. All elements inspected were in conformance with approved plans and drawings. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB005 PERMIT #: BLD-2410 DATE: 12/23/2019 CLIENT: Coast Construction Group PAGE #: 1 of 5 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin Placement Location: Terminal Building Interior Slab on Grade With Thickened Slab Tie Locations From Line 9 to 20/A to E Sample Location: Line 19 to 20/B to E, 2nd Load Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 5.50 19 Mix # 0165P Air Content, % (C231) NT Mix Description 6.5 sk. 7/8", HRWR, * NC Accel. Unit Weight, pcf (C138) NT Truck/Ticket # 78093 / 191397 Air/Mix Temp.,Â°F (C1064) 33 / 58 Strength Required 4500 psi at 28 days Field Cure Temperature, Â°F 41/51 Quantity Placed, cy 390 Cure Method - Initial / Final Container / Water Tank Time Batched 5:28 A.M Water Added on Job, gals 8 Time Sampled 6:12 A.M Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5101 7 12-30 70410 3.99 12.50 5630 TYPE 2: 5102 28 01-20 0 0.00 0.00 0 5103 28 01-20 0 0.00 0.00 0 5104 28 01-20 0 0.00 0.00 0 5105 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the concrete placement at the above locations. The reinforcing steel was reinspected and the items noted on GeoTestâ€™s Inspection Report IR004 dated 12/20/19 were addressed and in conformance. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB005 CONTRACTOR: Coast Construction Group PAGE #: 2 of 5 Sample Location: Line 18 to 18.25/ A to C. 13th 10 Yard Load. Field Data: Truck/Ticket # 78093 / 191415 Slump, in. (C143) 6.00 Time Batched 6:57 A.M Air Content, % (C231) NT Time Sampled 7:33 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 34 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 57 Water Requested by NA Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5106 7 12-30 67060 3.99 12.50 5360 TYPE 2: 5107 28 01-20 0 0.00 0.00 0 5108 28 01-20 0 0.00 0.00 0 5109 28 01-20 0 0.00 0.00 0 5110 Hold 00-00 0 0.00 0.00 0 Comments: Sample Location: Line 15 to 15.5/ B to E. 21st 10 Yard Load. Field Data: Truck/Ticket # 76485 / 191443 Slump, in. (C143) 5.75 Time Batched 8:15 A.M Air Content, % (C231) NT Time Sampled 8:52 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 35 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 58 Water Requested by NA Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5111 7 12-30 66250 3.99 12.50 5300 TYPE 2: 5112 28 01-20 0 0.00 0.00 0 5113 28 01-20 0 0.00 0.00 0 5114 28 01-20 0 0.00 0.00 0 5115 Hold 00-00 0 0.00 0.00 0 Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB005 CONTRACTOR: Coast Construction Group PAGE #: 3 of 5 Sample Location: Field Data: Truck/Ticket # 78092 / 191471 Slump, in. (C143) 6.50 Time Batched 9:30 A.M Air Content, % (C231) NT Time Sampled 10:04 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 36 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 57 Water Requested by NA Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5116 7 12-30 68130 3.99 12.50 5450 TYPE 2: 5117 28 01-20 0 0.00 0.00 0 5118 28 01-20 0 0.00 0.00 0 5119 28 01-20 0 0.00 0.00 0 5120 Hold 00-00 0 0.00 0.00 0 Comments: Placed at Line 13 to 13.5/ A to C. 27th 10 Yard Load. Sample Location: Line 10.25 to 10.75/ C to E. 32nd 10 Yard Load. Field Data: Truck/Ticket # 73368 / 191494 Slump, in. (C143) 5.50 Time Batched 10:29 A.M Air Content, % (C231) NT Time Sampled 11:13 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 38 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 58 Water Requested by NA Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5121 7 12-30 73090 3.99 12.50 5850 TYPE 2: 5122 28 01-20 0 0.00 0.00 0 5123 28 01-20 0 0.00 0.00 0 5124 28 01-20 0 0.00 0.00 0 5125 Hold 00-00 0 0.00 0.00 0 Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB005 CONTRACTOR: Coast Construction Group PAGE #: 4 of 5 Line 20, the contractor worked west to Line 9. Placing and consolidating the concrete at mid-pour - Line 14 to 15. Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB005 CONTRACTOR: Coast Construction Group PAGE #: 5 of 5 Concrete placement at Line 9. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB005 PERMIT #: BLD-2410 DATE: 12/23/2019 CLIENT: Coast Construction Group PAGE #: 1 of 5 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin Placement Location: Terminal Building Interior Slab on Grade With Thickened Slab Tie Locations From Line 9 to 20/A to E Sample Location: Line 19 to 20/B to E, 2nd Load Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 5.50 19 Mix # 0165P Air Content, % (C231) NT Mix Description 6.5 sk. 7/8", HRWR, * NC Accel. Unit Weight, pcf (C138) NT Truck/Ticket # 78093 / 191397 Air/Mix Temp.,Â°F (C1064) 33 / 58 Strength Required 4500 psi at 28 days Field Cure Temperature, Â°F 41/51 Quantity Placed, cy 390 Cure Method - Initial / Final Container / Water Tank Time Batched 5:28 A.M Water Added on Job, gals 8 Time Sampled 6:12 A.M Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5101 7 12-30 70410 3.99 12.50 5630 TYPE 2: 5102 28 01-20 0 0.00 0.00 0 5103 28 01-20 0 0.00 0.00 0 5104 28 01-20 0 0.00 0.00 0 5105 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the concrete placement at the above locations. The reinforcing steel was reinspected and the items noted on GeoTestâ€™s Inspection Report IR004 dated 12/20/19 were addressed and in conformance. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB005 CONTRACTOR: Coast Construction Group PAGE #: 2 of 5 Sample Location: Line 18 to 18.25/ A to C. 13th 10 Yard Load. Field Data: Truck/Ticket # 78093 / 191415 Slump, in. (C143) 6.00 Time Batched 6:57 A.M Air Content, % (C231) NT Time Sampled 7:33 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 34 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 57 Water Requested by NA Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5106 7 12-30 67060 3.99 12.50 5360 TYPE 2: 5107 28 01-20 0 0.00 0.00 0 5108 28 01-20 0 0.00 0.00 0 5109 28 01-20 0 0.00 0.00 0 5110 Hold 00-00 0 0.00 0.00 0 Comments: Sample Location: Line 15 to 15.5/ B to E. 21st 10 Yard Load. Field Data: Truck/Ticket # 76485 / 191443 Slump, in. (C143) 5.75 Time Batched 8:15 A.M Air Content, % (C231) NT Time Sampled 8:52 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 35 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 58 Water Requested by NA Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5111 7 12-30 66250 3.99 12.50 5300 TYPE 2: 5112 28 01-20 0 0.00 0.00 0 5113 28 01-20 0 0.00 0.00 0 5114 28 01-20 0 0.00 0.00 0 5115 Hold 00-00 0 0.00 0.00 0 Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB005 CONTRACTOR: Coast Construction Group PAGE #: 3 of 5 Sample Location: Field Data: Truck/Ticket # 78092 / 191471 Slump, in. (C143) 6.50 Time Batched 9:30 A.M Air Content, % (C231) NT Time Sampled 10:04 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 36 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 57 Water Requested by NA Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5116 7 12-30 68130 3.99 12.50 5450 TYPE 2: 5117 28 01-20 0 0.00 0.00 0 5118 28 01-20 0 0.00 0.00 0 5119 28 01-20 0 0.00 0.00 0 5120 Hold 00-00 0 0.00 0.00 0 Comments: Placed at Line 13 to 13.5/ A to C. 27th 10 Yard Load. Sample Location: Line 10.25 to 10.75/ C to E. 32nd 10 Yard Load. Field Data: Truck/Ticket # 73368 / 191494 Slump, in. (C143) 5.50 Time Batched 10:29 A.M Air Content, % (C231) NT Time Sampled 11:13 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 38 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 58 Water Requested by NA Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5121 7 12-30 73090 3.99 12.50 5850 TYPE 2: 5122 28 01-20 0 0.00 0.00 0 5123 28 01-20 0 0.00 0.00 0 5124 28 01-20 0 0.00 0.00 0 5125 Hold 00-00 0 0.00 0.00 0 Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB005 CONTRACTOR: Coast Construction Group PAGE #: 4 of 5 Line 20, the contractor worked west to Line 9. Placing and consolidating the concrete at mid-pour - Line 14 to 15. Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB005 CONTRACTOR: Coast Construction Group PAGE #: 5 of 5 Concrete placement at Line 9. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB005 PERMIT #: DATE: 12/23/2019 CLIENT: Coast Construction Group PAGE #: 1 of 5 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin Placement Location: Terminal Building Interior Slab on Grade With Thickened Slab Tie Locations From Line 9 to 20/A to E Sample Location: Line 19 to 20/B to E, 2nd Load Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 5.50 19 Mix # 0165P Air Content, % (C231) NT Mix Description 6.5 sk. 7/8", HRWR, * NC Accel. Unit Weight, pcf (C138) NT Truck/Ticket # 78093 / 191397 Air/Mix Temp.,Â°F (C1064) 33 / 58 Strength Required 4500 psi at 28 days Field Cure Temperature, Â°F 41/51 Quantity Placed, cy 390 Cure Method - Initial / Final Container / Water Tank Time Batched 5:28 A.M Water Added on Job, gals 8 Time Sampled 6:12 A.M Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5101 7 12-30 70410 3.99 12.50 5630 TYPE 2: 5102 28 01-20 78340 4.00 12.57 6230 TYPE 2: 5103 28 01-20 80690 4.00 12.57 6420 TYPE 2: 5104 28 01-20 77350 4.00 12.57 6150 TYPE 2: 5105 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the concrete placement at the above locations. The reinforcing steel was reinspected and the items noted on GeoTestâ€™s Inspection Report IR004 dated 12/20/19 were addressed and in conformance. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB005 CONTRACTOR: Coast Construction Group PAGE #: 2 of 5 Sample Location: Line 18 to 18.25/ A to C. 13th 10 Yard Load. Field Data: Truck/Ticket # 78093 / 191415 Slump, in. (C143) 6.00 Time Batched 6:57 A.M Air Content, % (C231) NT Time Sampled 7:33 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 34 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 57 Water Requested by NA Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5106 7 12-30 67060 3.99 12.50 5360 TYPE 2: 5107 28 01-20 83770 4.00 12.57 6660 TYPE 2: 5108 28 01-20 80510 4.00 12.57 6400 TYPE 2: 5109 28 01-20 82730 4.00 12.57 6580 TYPE 2: 5110 Hold 00-00 0 0.00 0.00 0 Comments: Sample Location: Line 15 to 15.5/ B to E. 21st 10 Yard Load. Field Data: Truck/Ticket # 76485 / 191443 Slump, in. (C143) 5.75 Time Batched 8:15 A.M Air Content, % (C231) NT Time Sampled 8:52 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 35 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 58 Water Requested by NA Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5111 7 12-30 66250 3.99 12.50 5300 TYPE 2: 5112 28 01-20 79970 4.00 12.57 6360 TYPE 3: 5113 28 01-20 80780 4.00 12.57 6430 TYPE 2: 5114 28 01-20 80350 4.00 12.57 6390 TYPE 2: 5115 Hold 00-00 0 0.00 0.00 0 Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB005 CONTRACTOR: Coast Construction Group PAGE #: 3 of 5 Sample Location: Field Data: Truck/Ticket # 78092 / 191471 Slump, in. (C143) 6.50 Time Batched 9:30 A.M Air Content, % (C231) NT Time Sampled 10:04 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 36 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 57 Water Requested by NA Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5116 7 12-30 68130 3.99 12.50 5450 TYPE 2: 5117 28 01-20 79010 4.00 12.57 6290 TYPE 2: 5118 28 01-20 81930 4.00 12.57 6520 TYPE 3: 5119 28 01-20 82250 4.00 12.57 6540 TYPE 2: 5120 Hold 00-00 0 0.00 0.00 0 Comments: Placed at Line 13 to 13.5/ A to C. 27th 10 Yard Load. Sample Location: Line 10.25 to 10.75/ C to E. 32nd 10 Yard Load. Field Data: Truck/Ticket # 73368 / 191494 Slump, in. (C143) 5.50 Time Batched 10:29 A.M Air Content, % (C231) NT Time Sampled 11:13 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 38 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 58 Water Requested by NA Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5121 7 12-30 73090 3.99 12.50 5850 TYPE 2: 5122 28 01-20 78810 4.00 12.57 6270 TYPE 2: 5123 28 01-20 84240 4.00 12.57 6700 TYPE 2: 5124 28 01-20 86970 4.00 12.57 6920 TYPE 2: 5125 Hold 00-00 0 0.00 0.00 0 Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB005 CONTRACTOR: Coast Construction Group PAGE #: 4 of 5 Line 20, the contractor worked west to Line 9. Placing and consolidating the concrete at mid-pour - Line 14 to 15. Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB005 CONTRACTOR: Coast Construction Group PAGE #: 5 of 5 Concrete placement at Line 9. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB007 PERMIT #: BLD-2410 DATE: 1/9/2020 CLIENT: Coast Construction Group PAGE #: 1 of 4 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin Placement Location: Terminal Building Interior Slab on Grade at Line A to E/1 to 9 Sample Location: 3rd Load Line 8.25 to 8.75/A to E Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 5.00 19 Mix # 0165P Air Content, % (C231) NT Mix Description 6.5sk. 7/8", Plastol, 2% NC, Accel. HW Unit Weight, pcf (C138) NT Truck/Ticket # 76484 / 192280 Air/Mix Temp.,Â°F (C1064) 31 / 57 TM06 Strength Required 4500 psi at 28 days Field Cure Temperature, Â°F 61/ 79 TM06 Quantity Placed, cy 330 Cure Method - Initial / Final Container / Water Tank Time Batched 5:02 A.M Water Added on Job, gals 10 Time Sampled 6:08 A.M Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5722 7 01-16 0 0.00 0.00 0 5723 28 02-06 0 0.00 0.00 0 5724 28 02-06 0 0.00 0.00 0 5725 28 02-06 0 0.00 0.00 0 5726 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the concrete placement at the locations mentioned above. The reinforcing steel was inspected prior to pour and again on this date. Reinforcing steel was in place per plan. The concrete was placed using a boom pump and was mechanically consolidated. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB007 CONTRACTOR: Coast Construction Group PAGE #: 2 of 4 Sample Location: Load 14. Placed at Line A to E/ 6.25 to 6.75. Field Data: Truck/Ticket # 75005 / 192291 Slump, in. (C143) 4.75 Time Batched 6:07 A.M Air Content, % (C231) NT Time Sampled 7:11 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 32 Water Added on Job, gals 10 Mix Temp.Â°F(C1064) 60 Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5727 7 01-16 0 0.00 0.00 0 5728 28 02-06 0 0.00 0.00 0 5729 28 02-06 0 0.00 0.00 0 5730 28 02-06 0 0.00 0.00 0 5731 Hold 00-00 0 0.00 0.00 0 Comments: Sample Location: 240 Yards placed.Line B to E/ 3.5 to 4 Field Data: Truck/Ticket # 75049 / 192306 Slump, in. (C143) 6.50 Time Batched 7:22 A.M Air Content, % (C231) NT Time Sampled 8:10 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 33 Water Added on Job, gals 10 Mix Temp.Â°F(C1064) 57 Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5732 7 01-16 0 0.00 0.00 0 5733 28 02-06 0 0.00 0.00 0 5734 28 02-06 0 0.00 0.00 0 5735 28 02-06 0 0.00 0.00 0 5736 Hold 00-00 0 0.00 0.00 0 Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB007 CONTRACTOR: Coast Construction Group PAGE #: 3 of 4 Sample Location: 290 Yards Placed. Placed at A to C/ 1.75 to 2.25 Field Data: Truck/Ticket # 6486 / 192319 Slump, in. (C143) 5.75 Time Batched 8:03 A.M Air Content, % (C231) NT Time Sampled 9: 12 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 33 Water Added on Job, gals 10 Mix Temp.Â°F(C1064) 66 Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5737 7 01-16 0 0.00 0.00 0 5738 28 02-06 0 0.00 0.00 0 5739 28 02-06 0 0.00 0.00 0 5740 28 02-06 0 0.00 0.00 0 5741 Hold 00-00 0 0.00 0.00 0 Comments: Sample Location: Field Data: Truck/Ticket # / Slump, in. (C143) Time Batched Air Content, % (C231) Time Sampled Unit Weight, pcf (C138) Air Temperature,Â°F Water Added on Job, gals Mix Temp.Â°F(C1064) Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB007 CONTRACTOR: Coast Construction Group PAGE #: 4 of 4 Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB007 PERMIT #: BLD-2410 DATE: 1/9/2020 CLIENT: Coast Construction Group PAGE #: 1 of 4 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin Placement Location: Terminal Building Interior Slab on Grade at Line A to E/1 to 9 Sample Location: 3rd Load Line 8.25 to 8.75/A to E Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 5.00 19 Mix # 0165P Air Content, % (C231) NT Mix Description 6.5sk. 7/8", Plastol, 2% NC, Accel. HW Unit Weight, pcf (C138) NT Truck/Ticket # 76484 / 192280 Air/Mix Temp.,Â°F (C1064) 31 / 57 TM06 Strength Required 4500 psi at 28 days Field Cure Temperature, Â°F 61/ 79 TM06 Quantity Placed, cy 330 Cure Method - Initial / Final Container / Water Tank Time Batched 5:02 A.M Water Added on Job, gals 10 Time Sampled 6:08 A.M Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5722 7 01-16 59650 4.00 12.57 4750 TYPE 2: 5723 28 02-06 0 0.00 0.00 0 5724 28 02-06 0 0.00 0.00 0 5725 28 02-06 0 0.00 0.00 0 5726 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the concrete placement at the locations mentioned above. The reinforcing steel was inspected prior to pour and again on this date. Reinforcing steel was in place per plan. The concrete was placed using a boom pump and was mechanically consolidated. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB007 CONTRACTOR: Coast Construction Group PAGE #: 2 of 4 Sample Location: Load 14. Placed at Line A to E/ 6.25 to 6.75. Field Data: Truck/Ticket # 75005 / 192291 Slump, in. (C143) 4.75 Time Batched 6:07 A.M Air Content, % (C231) NT Time Sampled 7:11 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 32 Water Added on Job, gals 10 Mix Temp.Â°F(C1064) 60 Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5727 7 01-16 63430 4.00 12.57 5050 TYPE 2: 5728 28 02-06 0 0.00 0.00 0 5729 28 02-06 0 0.00 0.00 0 5730 28 02-06 0 0.00 0.00 0 5731 Hold 00-00 0 0.00 0.00 0 Comments: Sample Location: 240 Yards placed.Line B to E/ 3.5 to 4 Field Data: Truck/Ticket # 75049 / 192306 Slump, in. (C143) 6.50 Time Batched 7:22 A.M Air Content, % (C231) NT Time Sampled 8:10 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 33 Water Added on Job, gals 10 Mix Temp.Â°F(C1064) 57 Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5732 7 01-16 57990 4.00 12.57 4610 TYPE 2: 5733 28 02-06 0 0.00 0.00 0 5734 28 02-06 0 0.00 0.00 0 5735 28 02-06 0 0.00 0.00 0 5736 Hold 00-00 0 0.00 0.00 0 Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB007 CONTRACTOR: Coast Construction Group PAGE #: 3 of 4 Sample Location: 290 Yards Placed. Placed at A to C/ 1.75 to 2.25 Field Data: Truck/Ticket # 6486 / 192319 Slump, in. (C143) 5.75 Time Batched 8:03 A.M Air Content, % (C231) NT Time Sampled 9: 12 A.M Unit Weight, pcf (C138) NT Air Temperature,Â°F 33 Water Added on Job, gals 10 Mix Temp.Â°F(C1064) 66 Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5737 7 01-16 62760 4.00 12.57 4990 TYPE 2: 5738 28 02-06 0 0.00 0.00 0 5739 28 02-06 0 0.00 0.00 0 5740 28 02-06 0 0.00 0.00 0 5741 Hold 00-00 0 0.00 0.00 0 Comments: Sample Location: Field Data: Truck/Ticket # / Slump, in. (C143) Time Batched Air Content, % (C231) Time Sampled Unit Weight, pcf (C138) Air Temperature,Â°F Water Added on Job, gals Mix Temp.Â°F(C1064) Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) Concrete Compressive Strength Test Report * Continuation PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB007 CONTRACTOR: Coast Construction Group PAGE #: 4 of 4 Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB008 PERMIT #: BLD-2411 DATE: 1/10/2020 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin Placement Location: Maintenance Building - Service and Inspection Pit Foundation Walls Sample Location: Inspection Pit - 1st 3â€™ Lift (1st Load) Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 3.75 19 Mix # 0160P Air Content, % (C231) NT Mix Description 6sk, 7/8", HRWR, NC ACC. HW Unit Weight, pcf (C138) NT Truck/Ticket # 78739 / 192459 Air/Mix Temp.,Â°F (C1064) 39 / 66 TM04 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 54 / 73 Quantity Placed, cy 70 Cure Method - Initial / Final Container / Water Tank Time Batched 1:05 P.M Water Added on Job, gals 10 Time Sampled 2:14 P.M Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5824 7 01-17 52790 4.00 12.57 4200 TYPE 3: 5825 28 02-07 0 0.00 0.00 0 5826 28 02-07 0 0.00 0.00 0 5827 28 02-07 0 0.00 0.00 0 5828 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the concrete placement at the locations mentioned above. The concrete was placed using a boom pump and was mechanically consolidated. The reinforcing steel was in place and was found to conform with the details on Sheet S2.01 of the project structural drawings. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB008 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB009 PERMIT #: Terminal Building BLD-2410 DATE: 1/17/2020 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Carl Reynolds Placement Location: Slab on Grade Section A-A.5/3-20 Sample Location: Sampled at Middle 1/3rd of Load at Approximately A/5-6 Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 6.00 007 Mix # 0160P Air Content, % (C231) N/T Mix Description Type I/II, 7/8 Agg, Pea, NC ACC, Unit Weight, pcf (C138) N/T Truck/Ticket # 78441 / 192573 Air/Mix Temp.,Â°F (C1064) 40 / 64 CR01 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 38-68 Quantity Placed, cy 90 Cure Method - Initial / Final Container / Water Tank Time Batched 8:19 AM Water Added on Job, gals 10 Time Sampled 8:45 AM Water Requested by SPC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5914 7 01-24 60870 4.00 12.57 4840 TYPE 2: 5915 28 02-14 0 0.00 0.00 0 5916 28 02-14 0 0.00 0.00 0 5917 28 02-14 0 0.00 0.00 0 5918 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest monitored and tested the placement of 90 cubic yards of Smokey Point Concrete Mix #0160P at the slab on grade section A-A.5/3-20. Concrete was placed by boom pump and was mechanically consolidated. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB009 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Concrete Placement Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB009 PERMIT #: Terminal Building BLD-2410 DATE: 1/17/2020 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Carl Reynolds Placement Location: Slab on Grade Section A-A.5/3-20 Sample Location: Sampled at Middle 1/3rd of Load at Approximately A/5-6 Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 6.00 007 Mix # 0160P Air Content, % (C231) N/T Mix Description Type I/II, 7/8 Agg, Pea, NC ACC, Unit Weight, pcf (C138) N/T Truck/Ticket # 78441 / 192573 Air/Mix Temp.,Â°F (C1064) 40 / 64 CR01 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 38-68 Quantity Placed, cy 90 Cure Method - Initial / Final Container / Water Tank Time Batched 8:19 AM Water Added on Job, gals 10 Time Sampled 8:45 AM Water Requested by SPC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 5914 7 01-24 60870 4.00 12.57 4840 TYPE 2: 5915 28 02-14 0 0.00 0.00 0 5916 28 02-14 0 0.00 0.00 0 5917 28 02-14 0 0.00 0.00 0 5918 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest monitored and tested the placement of 90 cubic yards of Smokey Point Concrete Mix #0160P at the slab on grade section A-A.5/3-20. Concrete was placed by boom pump and was mechanically consolidated. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB009 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Concrete Placement Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: CB010 PERMIT #: BLD-2410 DATE: 1/25/2020 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Wyatt Carstens Placement Location: Terminal Building - Slab on Grade Section C.5-E/3-20 Sample Location: Third Truck Sampled Mid Load Field Data: Eq. No. Supplier Smokey Point Concrete / Skagit Read Slump, in. (C143) 6.00 22 Mix # 0160P Air Content, % (C231) NT Mix Description 6 SK, Type I/II, 7/8 Agg, Pea, NC ACC Unit Weight, pcf (C138) NT Truck/Ticket # 78739 / 193041 Air/Mix Temp.,Â°F (C1064) 42 / 65 WC1 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 44-67 Quantity Placed, cy 90 Cure Method - Initial / Final Container / Water Tank Time Batched 7:52 am Water Added on Job, gals 0 Time Sampled 8:25 am Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 6085 7 02-01 0 0.00 0.00 0 6086 28 02-22 0 0.00 0.00 0 6087 28 02-22 0 0.00 0.00 0 6088 28 02-22 0 0.00 0.00 0 6089 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on-site to sample and test concrete. Concrete was placed via boom truck, mechanically consolidated, and finished by hand. Reinforcing steel was inspected prior to placement and met specifications. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: CB010 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Inspection Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: IR001 PERMIT #: BLD-2410 DATE: 11/4/2019 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin INSPECTION OF: Reinforcing Steel Placement for Perimeter Footings GeoTest was on site as requested to inspect the placement of the reinforcing steel at the following locations. Continuous footings, spread footings, dowels for plinths and stem walls at lines A/1 to 20, 20/A to E and 1/A to B. The reinforcing steel was in place and was found to be in conformance with the structural notes on sheet S0.01, schedules on sheets S1.01 and S1.02 as well as details on sheet S2.02. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. Inspection Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: IR001 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 The photo was taken looking east down the north wall line. Inspection Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: IR002 PERMIT #: BLD-2410 DATE: 11/18/2019 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin INSPECTION OF: Reinforcing Steel Placement GeoTest was on site as requested to inspect the placement of the reinforcing steel at the following locations. Walls and Column Plinths: Line A/1 to 20 and 20/A to E. Continuous and Spread Footings: Line B.1 to E and E/1 to 20. The reinforcing steel was in place at the above locations and was found to be in conformance with the structural notes on Drawing S0.01, Schedules, and Note on S1.01 and S1.02, as well as details on Sheet S2.02. Note: The column anchor bolts at the plinths were not in place at the time this inspection was conducted and will need an inspection prior to the placement of the concrete. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. Inspection Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: IR002 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Photo of the plinth reinforcing steel with the wall bar running in front of the plinth steel along Line A. The photo was taken looking east down Line E. Inspection Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: IR003 PERMIT #: BLD-2410 DATE: 12/4/2019 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Joel Morder INSPECTION OF: Retaining Wall, South and West Sides GeoTest on site for inspection of the retaining wall referenced above. Reinforcing steel was reviewed in accordance with structural drawings. Slab dowels were in process of installation at site departure. Geotest will verify slab dowels prior to concrete placement. All elements inspected were in conformance with approved plans and drawings. Retaining Wall, Facing West COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. Inspection Report PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: IR003 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Slab Dowels Being Installed Inspection Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: IR004 PERMIT #: BLD-2410, B-2411 DATE: 12/20/2019 CLIENT: Coast Construction Group PAGE #: 1 of 1 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin INSPECTION OF: Reinforcing Steel Placement GeoTest was onsite as requested to conduct an inspection of the steel reinforcing steel at the following locations. Maintenance Building (Permit BLD-2411), Service Pit Slab Footings Terminal Building (Permit BLD-2410), Slab On Grade at Line 9 to 20/A to C Except for smooth dowels at the construction and control joints (see photo below), the hairpin bars at the line 20 columns and the wall dowels at the maintenance building which were still in progress all reinforcing steel placement was found to be in conformance with the project structural drawings. GeoTest will verify the items mentioned above are complete and in accordance with the project structural drawings. Photo of the reinforcing steel at the northwest corner of the terminal building. The installation of the 3/4" X 14" smooth dowels at the control joints are in progress. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. Inspection Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: IR005 PERMIT #: 2410 DATE: 1/2/2020 CLIENT: Coast Construction Group PAGE #: 1 of 1 CONTRACTOR: Coast Construction Group INSPECTOR: Joel Morder INSPECTION OF: Slab on Grade, A.2-E/9-1 - Terminal Building GeoTest on site for inspection of the slab referenced above. Reinforcing steel was reviewed in accordance with structural drawings. All bar inspected was in conformance with approved plans and drawings. Reinforcing Steel Layout COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. Inspection Report PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: IR006 PERMIT #: Terminal Building BLD-2410 DATE: 1/16/2020 CLIENT: Coast Construction Group PAGE #: 1 of 1 CONTRACTOR: Coast Construction Group INSPECTOR: Carl Reynolds INSPECTION OF: Reinforcing Steel Installed Into Slab on Grade Sections A-A.5/3-20 and C.5-E/3-20 Inspected reinforcing steel was installed into the slab on grade sections A-A.5/3-20 and C.5-E/3-20. Reinforcement inspected for grade, size, number, spacing, and placement as per contract documents. Final check of clearances and cleanliness to be made prior to concrete placement. Concrete was scheduled for 1/17/2020. Slab on Grade Section COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. STRUCTURAL STEEL INSPECTION REPORT PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: SS001 PERMIT #: BLD-2410 DATE: 12/20/2019 CLIENT: Coast Construction Group PAGE #: 1 of 1 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin Type of Inspection: Visual Field Welding Item(s) Inspected Location Thrust Angle Welded to Column Anchor Bolts (4) Locations at Line 20 Reference Drawing(s): 1 on S2.01 Reference Welders Comments Inspection Code Certification Welders Name/Cert. No. AWS D1.1 IBC WABO WABO Cert. was Verified AWS D1.3 AISC 360, N AWS-SMAW AWS D1.4 AISC 341, J AWS-FCAW AWS D1.8 AWS-GMAW Procedures Reference Type Verification Method Comments Inspection Code IBC ASTM A307 Turn-of-Nut AISC 360, N ASTM A325 Cal. Torque Wrench ASTM A490 Snug-Tight DTI Other Twist-Off The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to visually inspect the above items. The welding was in progress due to the bolts being welded to the angle with a flare beveled groove weld on only one side. The detail shows to weld at each side of the bolt. The contractor is going to weld both sides as detailed and GeoTest will conduct a follow-up inspection prior to the connection being cover in the concrete slab thickened edge. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. (01-02-20) STRUCTURAL STEEL INSPECTION REPORT PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: SS002 PERMIT #: BLD-2410 DATE: 1/2/2020 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Logan Senrud Type of Inspection: Visual of Field Welding - Terminal Building Item(s) Inspected Location 5/16" Groove Welds Anchor Bolts to Thrust Angles - Grids 1-3 (10 Column Locations) Reference Drawing(s): 1/S2.01 Reference Welders Comments Inspection Code Certification Welders Name/Cert. No. AWS D1.1 IBC WABO Mitchell A Snyder W23414 Exp. 1/1/21 AWS D1.3 AISC 360, N AWS-SMAW AWS D1.4 AISC 341, J AWS-FCAW AWS D1.8 AWS-GMAW Procedures Reference Type Verification Method Comments Inspection Code IBC ASTM A307 Turn-of-Nut AISC 360, N ASTM A325 Cal. Torque Wrench ASTM A490 Snug-Tight DTI Other Twist-Off The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on-site to perform a visual special inspection of welding. The ABâ€™s at the above locations were welded to the angle iron as shown in 1/S2.01 of the approved plans. Welds met the visual acceptance criteria of AWS D1.1. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. (01-03-20) STRUCTURAL STEEL INSPECTION REPORT PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: SS002 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 AB's welded to angles at the north end of 2 Line. STRUCTURAL STEEL INSPECTION REPORT PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: SS003 PERMIT #: BLD-2410 DATE: 1/8/2020 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Tim Martin Type of Inspection: Visual Field Welding Item(s) Inspected Location Channel Flare-Beveled Groove Welded to Column Anchor Bolts Line A/4 to 20, Line E/9 to 20 (Welding at Line E/4 to 8 Needs Insp.) Reference Drawing(s): Detail 1 on Drawing S2.01 Reference Welders Comments Inspection Code Certification Welders Name/Cert. No. AWS D1.1 IBC WABO WABO Certification was Verified AWS D1.3 AISC 360, N AWS-SMAW AWS D1.4 AISC 341, J AWS-FCAW AWS D1.8 AWS-GMAW Procedures Reference Type Verification Method Comments Inspection Code IBC ASTM A307 Turn-of-Nut AISC 360, N ASTM A325 Cal. Torque Wrench ASTM A490 Snug-Tight DTI Other Twist-Off The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. Welding was found to be in conformance with the project drawings and was visually acceptable per Table 6.1 of the AWS D1.1 Code. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. (01-13-20) STRUCTURAL STEEL INSPECTION REPORT PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: SS003 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 STRUCTURAL STEEL INSPECTION REPORT PROJECT: R & L Carriers JOB #: 19-0794 ADDRESS: 19223 68th Drive NE, Arlington, WA REPORT #: SS004 PERMIT #: Terminal Building BLD-2410 DATE: 1/16/2020 CLIENT: Coast Construction Group PAGE #: 1 of 2 CONTRACTOR: Coast Construction Group INSPECTOR: Carl Reynolds Type of Inspection: Welding of Thrust Angles Item(s) Inspected Location Thrust Angle to Anchor Bolt 5/16" Fillet Welds E/4-8 Reference Drawing(s): Detail 1/S2.01 Reference Welders Comments Inspection Code Certification Welders Name/Cert. No. AWS D1.1 IBC WABO Mitchell A Snyder WABO #W23414 Exp. 1/1/21 AWS D1.3 AISC 360, N AWS-SMAW AWS D1.4 AISC 341, J AWS-FCAW AWS D1.8 AWS-GMAW Procedures Reference Type Verification Method Comments Inspection Code IBC ASTM A307 Turn-of-Nut AISC 360, N ASTM A325 Cal. Torque Wrench ASTM A490 Snug-Tight DTI Other Twist-Off The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site to visually inspect weldments on thrust angle to anchor bolts along E Line 4 to 8 (balance of thrust angle welds inspected on 1/8/2020, GeoTest Structural Steel Report SS003). Welding was completed by WABO certified welders and conformed to AWS D1.1 visual acceptance criteria and contract documents. COPIES: chumphrey@safebuilt.com, davep@coast-group.com, jake.l@coast-group.com, kolander@arlingtonwa.gov, Reviewed by lpeterson@arlingtonwa.gov This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. (01-21-20) STRUCTURAL STEEL INSPECTION REPORT PROJECT: R & L Carriers JOB #: 19-0794 CLIENT: Coast Construction Group REPORT #: SS004 CONTRACTOR: Coast Construction Group PAGE #: 2 of 2 Thrust Angle Welding