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Home My WebLink AboutCompression Strength 2Specimen 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 6-1 7 07/22/24 1 / 6 4.00 12.57 55,296 4,400 3 N Test Age Average Strengths (psi): 7 Day - 4400 Tested By: Ryan Peskuski (1) Checked In : 07/16/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:6 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:146 / 190686 Contractor:Andover Technician:Downing, Thomas Cast By:Downing, Thomas Date Cast:07/15/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:11:12 MDT Sampled:12:30 MDT Cast:12:45 MDT Truck Empty: Placement Time: Placement Location:Wall Location Details:Building A north retaining wall. From 9 to 28 line, between A and B lines Sample Location / Notes:Building A north retaining wall. From 9 to 28 line, between A and B lines Batch Log Strength:4000 (psi) Air:3.5 - 6.5 (%) Specifications Supplier:Casey Concrete Mix Design:4000 psi 3/4" AE On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight: Air Content:5.3 Load Volume:10.00 (yd³) Weather:Slump (in):5-3/4 Air Temperature (F):Concrete Temp (F): Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 132110 07/15/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 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 6-1 7 07/22/24 1 / 6 4.00 12.57 55,296 4,400 3 N 6-2 28 08/12/24 1 / 27 4.00 12.57 72,708 5,780 3 C4 N 6-3 28 08/12/24 1 / 27 4.00 12.57 70,556 5,610 3 C4 N 6-4 28 08/12/24 1 / 27 4.00 12.57 64,535 5,130 3 C4 N 6-5 28 08/12/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 4400, 28 Day - 5510 C4: Strength is greater than or equal to f'c. Tested By: Ryan Peskuski (1), Sandon Thibault (2,3,4,5) Checked In : 07/16/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:6 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:146 / 190686 Contractor:Andover Technician:Downing, Thomas Cast By:Downing, Thomas Date Cast:07/15/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:11:12 MDT Sampled:12:30 MDT Cast:12:45 MDT Truck Empty: Placement Time: Placement Location:Wall Location Details:Building A north retaining wall. From 9 to 28 line, between A and B lines Sample Location / Notes:Building A north retaining wall. From 9 to 28 line, between A and B lines Batch Log Strength:4000 (psi) Air:3.5 - 6.5 (%) Specifications Supplier:Casey Concrete Mix Design:4000 psi 3/4" AE On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight: Air Content:5.3 Load Volume:10.00 (yd³) Weather:Slump (in):5-3/4 Air Temperature (F):Concrete Temp (F): Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 132110 07/15/2024 Report #: CC-000006 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 08/15/2024 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 7-1 7 07/29/24 1 / 6 4.00 12.57 52,126 4,150 3 N Test Age Average Strengths (psi): 7 Day - 4150 Tested By: Sandon Thibault (1) Checked In : 07/23/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:7 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:66 / 74 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:07/22/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:12:15 MDT Sampled:13:45 MDT Cast:14:00 MDT Truck Empty: Placement Time: Placement Location:Wall Location Details:Building A retaining walls to the north and east side. Sample Location / Notes:10 of 90+ yards Batch Log Strength:4000 (psi) Air:3.5 - 6.5 (%) Specifications Supplier:United Companies Mix Design:4000 PSI Exterior On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.2 (lb/ft³) Air Content:5.3 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):78 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 132390 07/22/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 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 7-1 7 07/29/24 1 / 6 4.00 12.57 52,126 4,150 3 N 7-2 28 08/19/24 1 / 27 4.00 12.57 69,081 5,500 3 C4 N 7-3 28 08/19/24 1 / 27 4.00 12.57 68,569 5,460 3 C4 N 7-4 28 08/19/24 1 / 27 4.00 12.57 64,993 5,170 3 C4 N 7-5 28 08/19/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 4150, 28 Day - 5370 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 07/23/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:7 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:66 / 74 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:07/22/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:12:15 MDT Sampled:13:45 MDT Cast:14:00 MDT Truck Empty: Placement Time: Placement Location:Wall Location Details:Building A retaining walls to the north and east side. Sample Location / Notes:10 of 90+ yards Batch Log Strength:4000 (psi) Air:3.5 - 6.5 (%) Specifications Supplier:United Companies Mix Design:4000 PSI Exterior On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.2 (lb/ft³) Air Content:5.3 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):78 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 132390 07/22/2024 Report #: CC-000007 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 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 8-1 7 08/01/24 1 / 6 4.00 12.57 40,813 3,250 5 N Test Age Average Strengths (psi): 7 Day - 3250 Tested By: Sandon Thibault (1) Checked In : 07/26/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:8 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:66 / 1685 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:07/25/24 Sampled From:Chute Placement Method:Chute Sample Details Batched:13:29 MDT Sampled:14:20 MDT Cast:14:35 MDT Truck Empty: Placement Time: Placement Location:Grade Beam Location Details:Building A Grade beam on PP between grid lines 3-5. Sample Location / Notes:9 of 9 yards. Batch Log Strength:4000 (psi) Air:3.5 - 6.5 (%) Specifications Supplier:Casey Concrete Mix Design:4000 PSI 3/4" Exterior On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:144.6 (lb/ft³) Air Content:4.9 Load Volume:9.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):78 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 132587 07/25/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 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 8-1 7 08/01/24 1 / 6 4.00 12.57 40,813 3,250 5 N 8-2 28 08/22/24 1 / 27 4.00 12.57 55,910 4,450 2 C4 N 8-3 28 08/22/24 1 / 27 4.00 12.57 54,718 4,350 5 C4 N 8-4 28 08/22/24 1 / 27 4.00 12.57 57,991 4,610 3 C4 N 8-5 28 08/22/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 3250, 28 Day - 4470 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 07/26/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:8 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:66 / 1685 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:07/25/24 Sampled From:Chute Placement Method:Chute Sample Details Batched:13:29 MDT Sampled:14:20 MDT Cast:14:35 MDT Truck Empty: Placement Time: Placement Location:Grade Beam Location Details:Building A Grade beam on PP between grid lines 3-5. Sample Location / Notes:9 of 9 yards. Batch Log Strength:4000 (psi) Air:3.5 - 6.5 (%) Specifications Supplier:Casey Concrete Mix Design:4000 PSI 3/4" Exterior On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:144.6 (lb/ft³) Air Content:4.9 Load Volume:9.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):78 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 132587 07/25/2024 Report #: CC-000008 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/13/2024 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 9-1 7 08/12/24 1 / 6 4.00 12.57 63,256 5,030 3 N Test Age Average Strengths (psi): 7 Day - 5030 Tested By: Sandon Thibault (1) Checked In : 08/06/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:9 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:36 / 3367 Contractor:RMS Construction Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/05/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:07:05 MDT Sampled:08:00 MDT Cast:08:15 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Building C SOG. West half. Sample Location / Notes:20 of 250+ yards Batch Log Strength:4000 (psi) Specifications Supplier:United Companies Mix Design:36610009 On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.5 (lb/ft³) Air Content:2.7 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):72 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 133015 08/05/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 08/15/2024 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 9-1 7 08/12/24 1 / 6 4.00 12.57 63,256 5,030 3 N 9-2 29 09/03/24 1 / 28 4.00 12.57 91,820 7,310 3 C4 N 9-3 29 09/03/24 1 / 28 4.00 12.57 91,688 7,290 3 C4 N 9-4 29 09/03/24 1 / 28 4.00 12.57 96,210 7,650 3 C4 N 9-5 29 09/03/24 1 / 28 Test Age Average Strengths (psi): 7 Day - 5030, 29 Day - 7420 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 08/06/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:9 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:36 / 3367 Contractor:RMS Construction Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/05/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:07:05 MDT Sampled:08:00 MDT Cast:08:15 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Building C SOG. West half. Sample Location / Notes:20 of 250+ yards Batch Log Strength:4000 (psi) Specifications Supplier:United Companies Mix Design:36610009 On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.5 (lb/ft³) Air Content:2.7 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):72 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 133015 08/05/2024 Report #: CC-000009 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/13/2024 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 10-1 7 08/12/24 1 / 6 4.00 12.57 60,465 4,810 3 N Test Age Average Strengths (psi): 7 Day - 4810 Tested By: Sandon Thibault (1) Checked In : 08/06/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:10 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:20 / 8782 Contractor:RMS Construction Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/05/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:09:38 MDT Sampled:10:35 MDT Cast:10:50 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Building C SOG. West half. Sample Location / Notes:130 of 250+ yards Batch Log Strength:4000 (psi) Specifications Supplier:United Companies Mix Design:36610709 On-Site Admixtures: 15.00 Gal Water (10 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:148.4 (lb/ft³) Air Content:2.2 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):82 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 133017 08/05/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 08/15/2024 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 10-1 7 08/12/24 1 / 6 4.00 12.57 60,465 4,810 3 N 10-2 29 09/03/24 1 / 28 4.00 12.57 77,724 6,180 3 C4 N 10-3 29 09/03/24 1 / 28 4.00 12.57 78,125 6,220 3 C4 N 10-4 29 09/03/24 1 / 28 4.00 12.57 78,815 6,270 3 C4 N 10-5 29 09/03/24 1 / 28 Test Age Average Strengths (psi): 7 Day - 4810, 29 Day - 6220 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 08/06/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:10 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:20 / 8782 Contractor:RMS Construction Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/05/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:09:38 MDT Sampled:10:35 MDT Cast:10:50 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Building C SOG. West half. Sample Location / Notes:130 of 250+ yards Batch Log Strength:4000 (psi) Specifications Supplier:United Companies Mix Design:36610709 On-Site Admixtures: 15.00 Gal Water (10 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:148.4 (lb/ft³) Air Content:2.2 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):82 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 133017 08/05/2024 Report #: CC-000010 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/13/2024