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Home My WebLink AboutObservation of Excavation A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com Olivia Emery, RA Michael Hassig, RA, LEED AP Brad Zeigel, AIA statement of special inspections In accordance with the requirements of 2009 IBC Section1704 Special Inspections, the Owner will employ a Special Inspector to provide special inspections during construction on the types of work listed under Section 1704. A Table of Special Inspections and Testing is shown on Sheet S-002 Structural General Notes. This table shows the Category/Material to be tested, the Component/Work to be tested and theTesting/Inspection Class to be performed on each item. Such inspections will be performed in accordance with the requirements and standards shown in Section 1704. The Architect and Structural Engineer will review all reports furnished by the Special Inspectors. The reports will indicate that the work inspected was done in conformance with approved construction documents. Discrepancies noted will be brought to the immediate attention of the Contractor for correction. If the discrepancies are not corrected, the discrepancies will be brought to the attention of the Building Ofﬁcial prior to the completion of that phase of the work. Upon completion of work items requiring special inspection, and receipt of ﬁnal reports from the special inspectors, the Architect and Structural Engineer will submit to the Building Ofﬁcial a signed and stamped ﬁnal report documenting that all required special inspections have been performed and correction of any discrepancies noted in the inspections have been completed. Signed: Brad A. Zeigel, Licensed Architect, CO B-2854 Dan P. Doherty, Licensed Professional Engineer, CO 42674 f: Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 1-1 7 08/12/24 1 / 6 4.03 12.76 64,700 5,070 2 U 1-2 28 09/02/24 1 / 27 1-3 28 09/02/24 1 / 27 1-4 28 09/02/24 1 / 27 1-5 56 H 09/30/24 1 / 55 Test Age Average Strengths (psi): 7 Day - 5070 Tested By: Kristin Orgill (1) Checked In : 08/06/2024 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:1 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:999116 / 33333397 Contractor:RMS Concrete Technician:Wyatt Cummings Cast By:Wyatt Cummings Date Cast:08/05/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:14:30 MDT Sampled:15:00 MDT Cast:15:10 MDT Truck Empty:15:20 MDT Placement Time:50 (min) Placement Location:Building Exterior - Footing Location Details:Footings North and South side of building Sample Location / Notes:Sampled 10 of 18 yards. Batch Log Strength:4000 (psi) Air:4.5 - 7.5 (%) Slump:4 - 6 (in) Specifications Supplier:United Plant:Carbondale Plant Mix Design:36510002 4000EXT 4-6" 4.5-7.5% W/C On-Site Admixtures: None Location Min / Max Temp (F):64/76 Standard Cure Field Cure Field Measurements Plastic Unit Weight:144.8 (lb/ft³) (ASTM C138) Air Content:4.7 (ASTM C231) Load Volume:10.00 (yd³) Weather:Slump (in):5-3/4 (ASTM C143) Air Temperature (F):Concrete Temp (F):82 (ASTM C1064) Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 75915 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 08/14/2024 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 1-1 7 08/12/24 1 / 6 4.03 12.76 64,700 5,070 2 U 1-2 28 09/02/24 1 / 27 4.03 12.76 86,970 6,820 2 U 1-3 28 09/02/24 1 / 27 4.03 12.76 89,050 6,980 2 U 1-4 28 09/02/24 1 / 27 4.03 12.76 88,070 6,900 2 U 1-5 56 H 09/30/24 1 / 55 Test Age Average Strengths (psi): 7 Day - 5070, 28 Day - 6900 Tested By: Kristin Orgill (1,2,3,4) Checked In : 08/06/2024 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:1 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:999116 / 33333397 Contractor:RMS Concrete Technician:Wyatt Cummings Cast By:Wyatt Cummings Date Cast:08/05/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:14:30 MDT Sampled:15:00 MDT Cast:15:10 MDT Truck Empty:15:20 MDT Placement Time:50 (min) Placement Location:Building Exterior - Footing Location Details:Footings North and South side of building Sample Location / Notes:Sampled 10 of 18 yards. Batch Log Strength:4000 (psi) Air:4.5 - 7.5 (%) Slump:4 - 6 (in) Specifications Supplier:United Plant:Carbondale Plant Mix Design:36510002 4000EXT 4-6" 4.5-7.5% W/C On-Site Admixtures: None Location Min / Max Temp (F):64/76 Standard Cure Field Cure Field Measurements Plastic Unit Weight:144.8 (lb/ft³) (ASTM C138) Air Content:4.7 (ASTM C231) Load Volume:10.00 (yd³) Weather:Slump (in):5-3/4 (ASTM C143) Air Temperature (F):Concrete Temp (F):82 (ASTM C1064) Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 75915 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 09/05/2024 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 1-1 7 08/12/24 1 / 6 4.03 12.76 64,700 5,070 2 U 1-2 28 09/02/24 1 / 27 4.03 12.76 86,970 6,820 2 U 1-3 28 09/02/24 1 / 27 4.03 12.76 89,050 6,980 2 U 1-4 28 09/02/24 1 / 27 4.03 12.76 88,070 6,900 2 U 1-5 56 H 09/30/24 1 / 55 Test Age Average Strengths (psi): 7 Day - 5070, 28 Day - 6900 Tested By: Kristin Orgill (1,2,3,4) Checked In : 08/06/2024 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:1 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:999116 / 33333397 Contractor:RMS Concrete Technician:Wyatt Cummings Cast By:Wyatt Cummings Date Cast:08/05/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:14:30 MDT Sampled:15:00 MDT Cast:15:10 MDT Truck Empty:15:20 MDT Placement Time:50 (min) Placement Location:Building Exterior - Footing Location Details:Footings North and South side of building Sample Location / Notes:Sampled 10 of 18 yards. Batch Log Strength:4000 (psi) Air:4.5 - 7.5 (%) Slump:4 - 6 (in) Specifications Supplier:United Plant:Carbondale Plant Mix Design:36510002 4000EXT 4-6" 4.5-7.5% W/C On-Site Admixtures: None Location Min / Max Temp (F):64/76 Standard Cure Field Cure Field Measurements Plastic Unit Weight:144.8 (lb/ft³) (ASTM C138) Air Content:4.7 (ASTM C231) Load Volume:10.00 (yd³) Weather:Slump (in):5-3/4 (ASTM C143) Air Temperature (F):Concrete Temp (F):82 (ASTM C1064) Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 75915 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 09/05/2024 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 1-1 7 08/12/24 1 / 6 4.03 12.76 64,700 5,070 2 U 1-2 28 09/02/24 1 / 27 4.03 12.76 86,970 6,820 2 U 1-3 28 09/02/24 1 / 27 4.03 12.76 89,050 6,980 2 U 1-4 28 09/02/24 1 / 27 4.03 12.76 88,070 6,900 2 U 1-5 56 H 09/30/24 1 / 55 4.03 12.76 104,130 8,160 2 U Test Age Average Strengths (psi): 7 Day - 5070, 28 Day - 6900, 56 Day - 8160 Tested By: Kristin Orgill (1,2,3,4,5) Checked In : 08/06/2024 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:1 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:999116 / 33333397 Contractor:RMS Concrete Technician:Wyatt Cummings Cast By:Wyatt Cummings Date Cast:08/05/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:14:30 MDT Sampled:15:00 MDT Cast:15:10 MDT Truck Empty:15:20 MDT Placement Time:50 (min) Placement Location:Building Exterior - Footing Location Details:Footings North and South side of building Sample Location / Notes:Sampled 10 of 18 yards. Batch Log Strength:4000 (psi) Air:4.5 - 7.5 (%) Slump:4 - 6 (in) Specifications Supplier:United Plant:Carbondale Plant Mix Design:36510002 4000EXT 4-6" 4.5-7.5% W/C On-Site Admixtures: None Location Min / Max Temp (F):64/76 Standard Cure Field Cure Field Measurements Plastic Unit Weight:144.8 (lb/ft³) (ASTM C138) Air Content:4.7 (ASTM C231) Load Volume:10.00 (yd³) Weather:Slump (in):5-3/4 (ASTM C143) Air Temperature (F):Concrete Temp (F):82 (ASTM C1064) Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 75915 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 09/30/2024 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 2-1 7 08/19/24 2 / 5 4.03 12.76 65,830 5,160 3 U 2-2 28 09/09/24 2 / 26 2-3 28 09/09/24 2 / 26 2-4 28 09/09/24 2 / 26 2-5 56 H 10/07/24 2 / 54 Test Age Average Strengths (psi): 7 Day - 5160 Tested By: Kristin Orgill (1) Checked In : 08/14/2024 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:2 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:56633 / 33333494 Contractor:RMS Concrete Technician:Wyatt Cummings Cast By:Wyatt Cummings Date Cast:08/12/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:13:51 MDT Sampled:14:22 MDT Cast:14:32 MDT Truck Empty:14:42 MDT Placement Time:51 (min) Placement Location:Building Exterior - Foundation Wall Location Details:Foundation walls Sample Location / Notes:Sampled 10 of 18 yards. Batch Log Strength:4000 (psi) Specifications Supplier:United Plant:Carbondale Plant Mix Design:36510002 4000 Exterior On-Site Admixtures: None Location Min / Max Temp (F):66/78 Standard Cure Field Cure Field Measurements Plastic Unit Weight:143.2 (lb/ft³) (ASTM C138) Air Content:5.4 (ASTM C231) Load Volume:10.00 (yd³) Weather:Slump (in):5 (ASTM C143) Air Temperature (F):Concrete Temp (F):78 (ASTM C1064) Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 76311 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 08/19/2024 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 2-1 7 08/19/24 2 / 5 4.03 12.76 65,830 5,160 3 U 2-2 27 09/08/24 2 / 25 4.00 12.57 85,690 6,820 2 U 2-3 27 09/08/24 2 / 25 4.00 12.57 87,110 6,930 2 U 2-4 27 09/08/24 2 / 25 4.00 12.57 85,470 6,800 2 U 2-5 56 H 10/07/24 2 / 54 Test Age Average Strengths (psi): 7 Day - 5160, 27 Day - 6850 Tested By: Kristin Orgill (1,2,3,4) Checked In : 08/14/2024 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:2 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:56633 / 33333494 Contractor:RMS Concrete Technician:Wyatt Cummings Cast By:Wyatt Cummings Date Cast:08/12/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:13:51 MDT Sampled:14:22 MDT Cast:14:32 MDT Truck Empty:14:42 MDT Placement Time:51 (min) Placement Location:Building Exterior - Foundation Wall Location Details:Foundation walls Sample Location / Notes:Sampled 10 of 18 yards. Batch Log Strength:4000 (psi) Specifications Supplier:United Plant:Carbondale Plant Mix Design:36510002 4000 Exterior On-Site Admixtures: None Location Min / Max Temp (F):66/78 Standard Cure Field Cure Field Measurements Plastic Unit Weight:143.2 (lb/ft³) (ASTM C138) Air Content:5.4 (ASTM C231) Load Volume:10.00 (yd³) Weather:Slump (in):5 (ASTM C143) Air Temperature (F):Concrete Temp (F):78 (ASTM C1064) Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 76311 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 09/09/2024 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 2-1 7 08/19/24 2 / 5 4.03 12.76 65,830 5,160 3 U 2-2 27 09/08/24 2 / 25 4.00 12.57 85,690 6,820 2 U 2-3 27 09/08/24 2 / 25 4.00 12.57 87,110 6,930 2 U 2-4 27 09/08/24 2 / 25 4.00 12.57 85,470 6,800 2 U 2-5 56 H 10/07/24 2 / 54 4.03 12.76 98,370 7,710 2 U Test Age Average Strengths (psi): 7 Day - 5160, 27 Day - 6850, 56 Day - 7710 Tested By: Kristin Orgill (1,2,3,4,5) Checked In : 08/14/2024 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:2 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:56633 / 33333494 Contractor:RMS Concrete Technician:Wyatt Cummings Cast By:Wyatt Cummings Date Cast:08/12/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:13:51 MDT Sampled:14:22 MDT Cast:14:32 MDT Truck Empty:14:42 MDT Placement Time:51 (min) Placement Location:Building Exterior - Foundation Wall Location Details:Foundation walls Sample Location / Notes:Sampled 10 of 18 yards. Batch Log Strength:4000 (psi) Specifications Supplier:United Plant:Carbondale Plant Mix Design:36510002 4000 Exterior On-Site Admixtures: None Location Min / Max Temp (F):66/78 Standard Cure Field Cure Field Measurements Plastic Unit Weight:143.2 (lb/ft³) (ASTM C138) Air Content:5.4 (ASTM C231) Load Volume:10.00 (yd³) Weather:Slump (in):5 (ASTM C143) Air Temperature (F):Concrete Temp (F):78 (ASTM C1064) Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 76311 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 10/07/2024 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 3-1 7 09/04/24 2 / 5 4.02 12.69 60,780 4,790 2 U 3-2 28 09/25/24 2 / 26 3-3 28 09/25/24 2 / 26 3-4 28 09/25/24 2 / 26 3-5 56 H 10/23/24 2 / 54 Test Age Average Strengths (psi): 7 Day - 4790 Tested By: Kristin Orgill (1) Checked In : 08/30/2024 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:3 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:56396 / 33333711 Contractor:RMS Concrete Technician:Wyatt Cummings Cast By:Supplier Date Cast:08/28/24 Sampled From: Placement Method:Pump Sample Details Batched: Sampled: Cast: Truck Empty: Placement Time: Placement Location:Building Exterior - Slab on Grade Location Details:Slabs on north and south side of building. Sample Location / Notes:Sampled 10 of 20 yards. Batch Log Strength:4500 (psi) Specifications Supplier:United Plant:Carbondale Plant Mix Design:37610049 4500 INT 3/8 Line Pump On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight: Air Content: Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F): Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 77003 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 09/05/2024 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 3-1 7 09/04/24 2 / 5 4.02 12.69 60,780 4,790 2 U 3-2 28 09/25/24 2 / 26 4.00 12.57 83,240 6,620 2 U 3-3 28 09/25/24 2 / 26 4.00 12.57 88,190 7,020 2 U 3-4 28 09/25/24 2 / 26 4.00 12.57 85,760 6,820 2 U 3-5 56 H 10/23/24 2 / 54 Test Age Average Strengths (psi): 7 Day - 4790, 28 Day - 6820 Tested By: Kristin Orgill (1,2,3,4) Checked In : 08/30/2024 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:3 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:56396 / 33333711 Contractor:RMS Concrete Technician:Wyatt Cummings Cast By:Supplier Date Cast:08/28/24 Sampled From: Placement Method:Pump Sample Details Batched: Sampled: Cast: Truck Empty: Placement Time: Placement Location:Building Exterior - Slab on Grade Location Details:Slabs on north and south side of building. Sample Location / Notes:Sampled 10 of 20 yards. Batch Log Strength:4500 (psi) Specifications Supplier:United Plant:Carbondale Plant Mix Design:37610049 4500 INT 3/8 Line Pump On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight: Air Content: Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F): Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 77003 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 09/26/2024 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 3-1 7 09/04/24 2 / 5 4.02 12.69 60,780 4,790 2 U 3-2 28 09/25/24 2 / 26 4.00 12.57 83,240 6,620 2 U 3-3 28 09/25/24 2 / 26 4.00 12.57 88,190 7,020 2 U 3-4 28 09/25/24 2 / 26 4.00 12.57 85,760 6,820 2 U 3-5 56 H 10/23/24 2 / 54 4.00 12.57 104,060 8,280 2 U Test Age Average Strengths (psi): 7 Day - 4790, 28 Day - 6820, 56 Day - 8280 Tested By: Kristin Orgill (1,2,3,4,5) Checked In : 08/30/2024 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:3 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:56396 / 33333711 Contractor:RMS Concrete Technician:Wyatt Cummings Cast By:Supplier Date Cast:08/28/24 Sampled From: Placement Method:Pump Sample Details Batched: Sampled: Cast: Truck Empty: Placement Time: Placement Location:Building Exterior - Slab on Grade Location Details:Slabs on north and south side of building. Sample Location / Notes:Sampled 10 of 20 yards. Batch Log Strength:4500 (psi) Specifications Supplier:United Plant:Carbondale Plant Mix Design:37610049 4500 INT 3/8 Line Pump On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight: Air Content: Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F): Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 77003 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 10/24/2024 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 4-1 7 01/28/25 1 / 6 4.01 12.63 37,650 2,980 3 U 4-2 28 02/18/25 1 / 27 4-3 28 02/18/25 1 / 27 4-4 28 02/18/25 1 / 27 Test Age Average Strengths (psi): 7 Day - 2980 Tested By: Kristin Orgill (1) Checked In : 01/22/2025 (1,2,3,4) Capping Methods U: Unbonded (C1231) Set #:4 Specimen Size:4" X 8" Specimens In Set:4 Truck / Ticket #:56633 / 33334604 Contractor:RMS Technician:Justin Orgill Cast By:Justin Orgill Date Cast:01/21/25 Sampled From:Chute Placement Method:Pump Sample Details Batched:10:19 MST Sampled:11:20 MST Cast:11:30 MST Truck Empty: Placement Time: Placement Location:Other Location Details:Foundation wall footing Sample Location / Notes:Sampled 5 of 5 yards. Batch Log Strength:4000 (psi) Specifications Supplier:United Plant:Carbondale Plant Mix Design:37010004 On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.5 (lb/ft³) (ASTM C138) Air Content:4.0 (ASTM C231) Load Volume:5.00 (yd³) Weather:Slump (in):4-1/2 (ASTM C143) Air Temperature (F):4 Concrete Temp (F):65 (ASTM C1064) Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 81190 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 01/30/2025 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 4-1 7 01/28/25 1 / 6 4.01 12.63 37,650 2,980 3 U 4-2 28 02/18/25 1 / 27 4.01 12.63 60,140 4,760 2 U 4-3 28 02/18/25 1 / 27 4.01 12.63 61,740 4,890 2 U 4-4 28 02/18/25 1 / 27 4.01 12.63 59,430 4,710 2 U Test Age Average Strengths (psi): 7 Day - 2980, 28 Day - 4790 Tested By: Kristin Orgill (1,2,3,4) Checked In : 01/22/2025 (1,2,3,4) Capping Methods U: Unbonded (C1231) Set #:4 Specimen Size:4" X 8" Specimens In Set:4 Truck / Ticket #:56633 / 33334604 Contractor:RMS Technician:Justin Orgill Cast By:Justin Orgill Date Cast:01/21/25 Sampled From:Chute Placement Method:Pump Sample Details Batched:10:19 MST Sampled:11:20 MST Cast:11:30 MST Truck Empty: Placement Time: Placement Location:Other Location Details:Foundation wall footing Sample Location / Notes:Sampled 5 of 5 yards. Batch Log Strength:4000 (psi) Specifications Supplier:United Plant:Carbondale Plant Mix Design:37010004 On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.5 (lb/ft³) (ASTM C138) Air Content:4.0 (ASTM C231) Load Volume:5.00 (yd³) Weather:Slump (in):4-1/2 (ASTM C143) Air Temperature (F):4 Concrete Temp (F):65 (ASTM C1064) Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 81190 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 02/19/2025 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 5-1 7 02/04/25 1 / 6 4.01 12.63 59,300 4,700 3 U 5-2 28 02/25/25 1 / 27 5-3 28 02/25/25 1 / 27 5-4 28 02/25/25 1 / 27 5-5 56 H 03/25/25 1 / 55 Test Age Average Strengths (psi): 7 Day - 4700 Tested By: Kristin Orgill (1) Checked In : 01/29/2025 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:5 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:56-613 / 33334614 Contractor:FCI Construction Technician:James H. Parsons, P.E. Cast By:James H. Parsons, P.E. Date Cast:01/28/25 Sampled From:Chute Placement Method:Pump Sample Details Batched:08:29 MST Sampled:09:27 MST Cast:09:40 MST Truck Empty: Placement Time: Placement Location:Building Exterior - Foundation Wall Location Details:Basement stairs Sample Location / Notes:Sampled 8 of 8 yards. Batch Log Strength:4500 (psi) Air:3.5 - 6.5 (%) Slump:2-1/2 - 5-1/2 (in) Specifications Supplier:United Plant:Carbondale Plant On-Site Admixtures: None Location Min / Max Temp (F):44/70 Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.2 (lb/ft³) (ASTM C138) Air Content:5.0 (ASTM C231) Load Volume:8.00 (yd³) Weather:Clear calm dry Slump (in):3-3/4 (ASTM C143) Air Temperature (F):18 Concrete Temp (F):70 (ASTM C1064) Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 81309 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 02/06/2025 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 5-1 7 02/04/25 1 / 6 4.01 12.63 59,300 4,700 3 U 5-2 28 02/25/25 1 / 27 4.01 12.63 81,610 6,460 2 U 5-3 28 02/25/25 1 / 27 4.01 12.63 84,550 6,690 2 U 5-4 28 02/25/25 1 / 27 4.01 12.63 83,770 6,630 2 U 5-5 56 H 03/25/25 1 / 55 Test Age Average Strengths (psi): 7 Day - 4700, 28 Day - 6600 Tested By: Kristin Orgill (1,2,3,4) Checked In : 01/29/2025 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:5 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:56-613 / 33334614 Contractor:FCI Construction Technician:James H. Parsons, P.E. Cast By:James H. Parsons, P.E. Date Cast:01/28/25 Sampled From:Chute Placement Method:Pump Sample Details Batched:08:29 MST Sampled:09:27 MST Cast:09:40 MST Truck Empty: Placement Time: Placement Location:Building Exterior - Foundation Wall Location Details:Basement stairs Sample Location / Notes:Sampled 8 of 8 yards. Batch Log Strength:4500 (psi) Air:3.5 - 6.5 (%) Slump:2-1/2 - 5-1/2 (in) Specifications Supplier:United Plant:Carbondale Plant On-Site Admixtures: None Location Min / Max Temp (F):44/70 Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.2 (lb/ft³) (ASTM C138) Air Content:5.0 (ASTM C231) Load Volume:8.00 (yd³) Weather:Clear calm dry Slump (in):3-3/4 (ASTM C143) Air Temperature (F):18 Concrete Temp (F):70 (ASTM C1064) Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 81309 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 02/26/2025 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 5-1 7 02/04/25 1 / 6 4.01 12.63 59,300 4,700 3 U 5-2 28 02/25/25 1 / 27 4.01 12.63 81,610 6,460 2 U 5-3 28 02/25/25 1 / 27 4.01 12.63 84,550 6,690 2 U 5-4 28 02/25/25 1 / 27 4.01 12.63 83,770 6,630 2 U 5-5 56 H 03/25/25 1 / 55 4.01 12.63 94,550 7,490 2 U Test Age Average Strengths (psi): 7 Day - 4700, 28 Day - 6600, 56 Day - 7490 Tested By: Kristin Orgill (1,2,3,4,5) Checked In : 01/29/2025 (1,2,3,4,5) Capping Methods U: Unbonded (C1231) Set #:5 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:56-613 / 33334614 Contractor:FCI Construction Technician:James H. Parsons, P.E. Cast By:James H. Parsons, P.E. Date Cast:01/28/25 Sampled From:Chute Placement Method:Pump Sample Details Batched:08:29 MST Sampled:09:27 MST Cast:09:40 MST Truck Empty: Placement Time: Placement Location:Building Exterior - Foundation Wall Location Details:Basement stairs Sample Location / Notes:Sampled 8 of 8 yards. Batch Log Strength:4500 (psi) Air:3.5 - 6.5 (%) Slump:2-1/2 - 5-1/2 (in) Specifications Supplier:United Plant:Carbondale Plant On-Site Admixtures: None Location Min / Max Temp (F):44/70 Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.2 (lb/ft³) (ASTM C138) Air Content:5.0 (ASTM C231) Load Volume:8.00 (yd³) Weather:Clear calm dry Slump (in):3-3/4 (ASTM C143) Air Temperature (F):18 Concrete Temp (F):70 (ASTM C1064) Lab Test Results Testing Lab: Glenwood Springs, 5020 County Road, Glenwood Springs, CO, 81601 These test results only apply to the samples which were tested. The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Testing performed in accordance with ASTM C31, C39, C138, C143, C172, C231. Consider the condition of the specimens testable unless otherwise noted above in "Report Comments" Page 1 of 1 Client: Colorado Rocky Mountain School Carbondale, CO 81623 1493 County Road 106 Project: CRMS Addition to Bar Fork Dining Hall 24-7-396 Carbondale, CO 81623 1493 County Road 106 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 81309 Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Date Issued 03/26/2025 OBSERVATION INFORMATION Activity Number:5 Activity Date:01/21/2025 Observed Location:Foundation wall footing REFERENCE Structural Plan & Sheet No.:Approved structural drawings provided by the contractor REINFORCING STEEL COMPLIANCE Size: Yes No N/A Length: Yes No N/A Location: Yes No N/A Quantity: Yes No N/A Spacing: Yes No N/A Clearance: Yes No N/A Cleanliness: Yes No N/A Support: Yes No N/A Splice: Yes No N/A Dowels: Yes No N/A Observation: FullTime PartTime Contractor Advised: Yes No In General Compliance: Yes No Technician:Justin Orgill Reviewed By:Daniel E. Hardin P.E. ✔✔✔ ✔✔✔ ✔✔✔ ✔ ✔✔✔ Reinforcing Steel Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 9709457988 Client: Colorado Rocky Mountain School 1493 County Road 106 Carbondale, CO 81623 Project: 247396 CRMS Addition to Bar Fork Dining Hall 1493 County Road 106 Carbondale, CO 81623 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 2Page 1 of 1 OBSERVATION INFORMATION Activity Number:6 Activity Date:01/28/2025 Observed Location:Foundation wall Structure:Basement Stairs REFERENCE Structural Plan & Sheet No.:S4.0 Other: Dowels were installed in the existing foundation walls prior to our arrival and were not inspected for depth or epoxy during this inspection. REINFORCING STEEL COMPLIANCE Size: Yes No N/A Length: Yes No N/A Location: Yes No N/A Quantity: Yes No N/A Spacing: Yes No N/A Clearance: Yes No N/A Cleanliness: Yes No N/A Support: Yes No N/A Splice: Yes No N/A Dowels: Yes No N/A Observation: FullTime PartTime Contractor Advised: Yes No In General Compliance: Yes No Technician:James H. Parsons, P.E.Reviewed By:Daniel E. Hardin P.E. ✔✔✔ ✔✔✔ ✔✔✔ ✔ ✔✔✔ Reinforcing Steel Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 9709457988 Client: Colorado Rocky Mountain School 1493 County Road 106 Carbondale, CO 81623 Project: 247396 CRMS Addition to Bar Fork Dining Hall 1493 County Road 106 Carbondale, CO 81623 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 3Page 1 of 2 OBSERVATION INFORMATIONActivity Number:6 Activity Date:01/28/2025Observed Location:Foundation wallStructure:Basement Stairs REFERENCEStructural Plan & Sheet No.:S4.0 Other:Dowels were installed in the existing foundation walls prior to our arrival and were notinspected for depth or epoxy during this inspection.REINFORCING STEEL COMPLIANCESize:Yes No N/A Length:Yes No N/A Location:Yes No N/AQuantity:Yes No N/A Spacing:Yes No N/A Clearance:Yes No N/ACleanliness:Yes No N/A Support:Yes No N/A Splice:Yes No N/ADowels: Yes No N/A Observation: FullTime PartTime Contractor Advised: Yes No In General Compliance: Yes No Technician:James H. Parsons, P.E.Reviewed By:Daniel E. Hardin P.E. Image:Image 2: ✔✔✔✔✔✔✔✔✔ ✔ ✔✔✔ Reinforcing Steel Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 9709457988 Client: Colorado Rocky Mountain School 1493 County Road 106 Carbondale, CO 81623 Project: 247396 CRMS Addition to Bar Fork Dining Hall 1493 County Road 106 Carbondale, CO 81623 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 2 of 3Page 2 of 2 OBSERVATION INFORMATION Activity Number:7 Activity Date:02/28/2025 Observed Location:South side of building, sidewalk Structure:Exterior sidewalk Elevation:Approx 6160, ground level REFERENCE Structural Plan & Sheet No.:S1.13 REINFORCING STEEL COMPLIANCE Size: Yes No N/A Length: Yes No N/A Location: Yes No N/A Quantity: Yes No N/A Spacing: Yes No N/A Clearance: Yes No N/A Cleanliness: Yes No N/A Support: Yes No N/A Splice: Yes No N/A Dowels: Yes No N/A Approved By:Todd Gressett Observation: FullTime PartTime Contractor Advised: Yes No In General Compliance: Yes No Technician:Todd Gressett Reviewed By:Daniel E. Hardin P.E. ✔✔✔ ✔✔✔ ✔✔✔ ✔ ✔✔ ✔ Reinforcing Steel Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 9709457988 Client: Colorado Rocky Mountain School 1493 County Road 106 Carbondale, CO 81623 Project: 247396 CRMS Addition to Bar Fork Dining Hall 1493 County Road 106 Carbondale, CO 81623 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 3Page 1 of 2 OBSERVATION INFORMATIONActivity Number:7 Activity Date:02/28/2025Observed Location:South side of building, sidewalkStructure:Exterior sidewalk Elevation:Approx 6160, ground levelREFERENCEStructural Plan & Sheet No.:S1.13 REINFORCING STEEL COMPLIANCESize:Yes No N/A Length:Yes No N/A Location:Yes No N/AQuantity:Yes No N/A Spacing:Yes No N/A Clearance:Yes No N/ACleanliness:Yes No N/A Support:Yes No N/A Splice:Yes No N/ADowels:Yes No N/A Approved By:Todd Gressett Observation: FullTime PartTime Contractor Advised: Yes No In General Compliance: Yes No Technician:Todd Gressett Reviewed By:Daniel E. Hardin P.E. Image:Image 2: ✔✔✔✔✔✔✔✔✔✔ ✔✔ ✔ Reinforcing Steel Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 9709457988 Client: Colorado Rocky Mountain School 1493 County Road 106 Carbondale, CO 81623 Project: 247396 CRMS Addition to Bar Fork Dining Hall 1493 County Road 106 Carbondale, CO 81623 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 2 of 3Page 2 of 2 OBSERVATION INFORMATION Activity Number:7 Activity Date:02/28/2025 Observed Location:South side of building, sidewalk Structure:Exterior sidewalk Elevation:Approx 6160, ground level REFERENCE Structural Plan & Sheet No.:S1.13 REINFORCING STEEL COMPLIANCE Size: Yes No N/A Length: Yes No N/A Location: Yes No N/A Quantity: Yes No N/A Spacing: Yes No N/A Clearance: Yes No N/A Cleanliness: Yes No N/A Support: Yes No N/A Splice: Yes No N/A Dowels: Yes No N/A Approved By:Todd Gressett Observation: FullTime PartTime Contractor Advised: Yes No In General Compliance: Yes No Technician:Todd Gressett Reviewed By:Daniel E. Hardin P.E. ✔✔✔ ✔✔✔ ✔✔✔ ✔ ✔✔ ✔ Reinforcing Steel Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 9709457988 Client: Colorado Rocky Mountain School 1493 County Road 106 Carbondale, CO 81623 Project: 247396 CRMS Addition to Bar Fork Dining Hall 1493 County Road 106 Carbondale, CO 81623 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 3Page 1 of 2 OBSERVATION INFORMATIONActivity Number:7 Activity Date:02/28/2025Observed Location:South side of building, sidewalkStructure:Exterior sidewalk Elevation:Approx 6160, ground levelREFERENCEStructural Plan & Sheet No.:S1.13 REINFORCING STEEL COMPLIANCESize:Yes No N/A Length:Yes No N/A Location:Yes No N/AQuantity:Yes No N/A Spacing:Yes No N/A Clearance:Yes No N/ACleanliness:Yes No N/A Support:Yes No N/A Splice:Yes No N/ADowels:Yes No N/A Approved By:Todd Gressett Observation: FullTime PartTime Contractor Advised: Yes No In General Compliance: Yes No Technician:Todd Gressett Reviewed By:Daniel E. Hardin P.E. Image:Image 2: ✔✔✔✔✔✔✔✔✔✔ ✔✔ ✔ Reinforcing Steel Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 9709457988 Client: Colorado Rocky Mountain School 1493 County Road 106 Carbondale, CO 81623 Project: 247396 CRMS Addition to Bar Fork Dining Hall 1493 County Road 106 Carbondale, CO 81623 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 2 of 3Page 2 of 2 OBSERVATION INFORMATION Activity Number:1 Activity Date:08/05/2024 Observed Location: Observed reinforcing steel in footings on north and south sides of building. Reinforcing steel consisted of #5 rebar, 3 horizontal #5 rebar running the length of footings, with verticals spaced 18" on center. One #5 rebar running along top of verticals, and a #5 rebar mat spaced 12" on center in larger sections. All reinforcing steel placed as described. REFERENCE Structural Plan & Sheet No.:S2.1, S4.0, S4.1, S4.4 REINFORCING STEEL COMPLIANCE Size: Yes No N/A Length: Yes No N/A Location: Yes No N/A Quantity: Yes No N/A Spacing: Yes No N/A Clearance: Yes No N/A Cleanliness: Yes No N/A Support: Yes No N/A Splice: Yes No N/A Dowels: Yes No N/A Observation: FullTime PartTime Contractor Advised: Yes No In General Compliance: Yes No Technician:Wyatt Cummings Reviewed By:Daniel E. Hardin P.E. ✔✔✔ ✔✔✔ ✔✔✔ ✔ ✔✔✔ Reinforcing Steel Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 9709457988 Client: Colorado Rocky Mountain School 1493 County Road 106 Carbondale, CO 81623 Project: 247396 CRMS Addition to Bar Fork Dining Hall 1493 County Road 106 Carbondale, CO 81623 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 2Page 1 of 1 OBSERVATION INFORMATION Activity Number:2 Activity Date:08/12/2024 Observed Location: Observed reinforcing steel for foundation walls. Reinforcing steel consisted of 4 #5 rebar horizontals spaced 16" on center with #5 verticals spaced 18" on center. Elevator wall contains #5 rebar on 12" centers and a double mesh for some places. Pilaster reinforcing steel consisted of 4 #5 verticals and 4 horizontals around all 4 verticals. All reinforcing steel was placed as described. REFERENCE Structural Plan & Sheet No.:S4.0, S4.2 Detail 3, S4.2 REINFORCING STEEL COMPLIANCE Size: Yes No N/A Length: Yes No N/A Location: Yes No N/A Quantity: Yes No N/A Spacing: Yes No N/A Clearance: Yes No N/A Cleanliness: Yes No N/A Support: Yes No N/A Splice: Yes No N/A Dowels: Yes No N/A Observation: FullTime PartTime Contractor Advised: Yes No In General Compliance: Yes No Technician:Wyatt Cummings Reviewed By:Daniel E. Hardin P.E. ✔✔✔ ✔✔✔ ✔✔✔ ✔ ✔✔✔ Reinforcing Steel Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 9709457988 Client: Colorado Rocky Mountain School 1493 County Road 106 Carbondale, CO 81623 Project: 247396 CRMS Addition to Bar Fork Dining Hall 1493 County Road 106 Carbondale, CO 81623 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 2Page 1 of 1 OBSERVATION INFORMATION Activity Number:4 Activity Date:08/28/2024 Observed Location: Observed reinforcing steel rebar mesh in slabs on north and south side of the building. Reinforcing steel consisted of #3 rebar mesh tied on 18" centers throughout. All reinforcing steel placed as described. REFERENCE Structural Plan & Sheet No.:S0.2, S2.1 REINFORCING STEEL COMPLIANCE Size: Yes No N/A Length: Yes No N/A Location: Yes No N/A Quantity: Yes No N/A Spacing: Yes No N/A Clearance: Yes No N/A Cleanliness: Yes No N/A Support: Yes No N/A Splice: Yes No N/A Dowels: Yes No N/A Observation: FullTime PartTime Contractor Advised: Yes No In General Compliance: Yes No Technician:Wyatt Cummings Reviewed By:Daniel E. Hardin P.E. ✔✔✔ ✔✔✔ ✔✔✔ ✔ ✔✔✔ Reinforcing Steel Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 9709457988 Client: Colorado Rocky Mountain School 1493 County Road 106 Carbondale, CO 81623 Project: 247396 CRMS Addition to Bar Fork Dining Hall 1493 County Road 106 Carbondale, CO 81623 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 2Page 1 of 1 OBSERVATION INFORMATION Activity Number:4 Activity Date:08/28/2024 Observed Location: Observed reinforcing steel rebar mesh in slabs on north and south side of the building. Reinforcing steel consisted of #3 rebar mesh tied on 18" centers throughout. All reinforcing steel placed as described. REFERENCE Structural Plan & Sheet No.:S0.2, S2.1 REINFORCING STEEL COMPLIANCE Size: Yes No N/A Length: Yes No N/A Location: Yes No N/A Quantity: Yes No N/A Spacing: Yes No N/A Clearance: Yes No N/A Cleanliness: Yes No N/A Support: Yes No N/A Splice: Yes No N/A Dowels: Yes No N/A Observation: FullTime PartTime Contractor Advised: Yes No In General Compliance: Yes No Technician:Wyatt Cummings Reviewed By:Daniel E. Hardin P.E. ✔✔✔ ✔✔✔ ✔✔✔ ✔ ✔✔✔ Reinforcing Steel Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 9709457988 Client: Colorado Rocky Mountain School 1493 County Road 106 Carbondale, CO 81623 Project: 247396 CRMS Addition to Bar Fork Dining Hall 1493 County Road 106 Carbondale, CO 81623 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 2Page 1 of 1