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Home My WebLink AboutCompression Strength 7Specimen 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 36-1 7 10/31/24 1 / 6 4.00 12.57 54,601 4,340 3 N Test Age Average Strengths (psi): 7 Day - 4340 Tested By: Sandon Thibault (1) Checked In : 10/25/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:36 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:70 / 1977 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:10/24/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:08:06 MDT Sampled:09:10 MDT Cast:09:25 MDT Truck Empty: Placement Time: Placement Location:Slab on Deck Location Details:North Side of Bldg. A. Various Slab on Deck. Sample Location / Notes:10 of 20 yards Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete Mix Design:4500 PSI 3/4" NON AE On-Site Admixtures: 5.00 Gal Water (10 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:147.8 (lb/ft³) Air Content:1.2 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):57 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: 136607 10/24/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 11/12/2024 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 36-1 7 10/31/24 1 / 6 4.00 12.57 54,601 4,340 3 N 36-2 28 11/21/24 1 / 27 4.00 12.57 66,739 5,310 4 C4 N 36-3 28 11/21/24 1 / 27 4.00 12.57 69,308 5,510 5 C4 N 36-4 28 11/21/24 1 / 27 4.00 12.57 66,339 5,280 4 C4 N 36-5 28 11/21/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 4340, 28 Day - 5370 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 10/25/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:36 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:70 / 1977 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:10/24/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:08:06 MDT Sampled:09:10 MDT Cast:09:25 MDT Truck Empty: Placement Time: Placement Location:Slab on Deck Location Details:North Side of Bldg. A. Various Slab on Deck. Sample Location / Notes:10 of 20 yards Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete Mix Design:4500 PSI 3/4" NON AE On-Site Admixtures: 5.00 Gal Water (10 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:147.8 (lb/ft³) Air Content:1.2 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):57 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: 136607 10/24/2024 Report #: CC-000036 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 11/22/2024 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 37-1 7 12/17/24 1 / 6 4.00 12.57 50,615 4,030 5 N Test Age Average Strengths (psi): 7 Day - 4030 Tested By: Sandon Thibault (1) Checked In : 12/11/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:37 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:7169 / 4129 Contractor:Andover construction Technician:Cozza, Seth Cast By:Cozza, Seth Date Cast:12/10/24 Sampled From:Truck Placement Method:Chute Sample Details Batched: Sampled:08:25 MST Cast:08:40 MST Truck Empty: Placement Time: Placement Location:Sidewalk Location Details:Building C sidewalk Sample Location / Notes:Building C sidewalk Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:K35565 On-Site Admixtures: 8.00 Gal Water (10 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.8 (lb/ft³) Air Content:4.0 Load Volume:10.00 (yd³) Weather:Consistency:Slump 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: 138226 12/10/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 12/20/2024 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 37-1 7 12/17/24 1 / 6 4.00 12.57 50,615 4,030 5 N 37-2 28 01/07/25 1 / 27 4.00 12.57 66,899 5,320 3 C4 N 37-3 28 01/07/25 1 / 27 4.00 12.57 66,983 5,330 3 C4 N 37-4 28 01/07/25 1 / 27 4.00 12.57 71,639 5,700 3 C4 N 37-5 28 01/07/25 1 / 27 Test Age Average Strengths (psi): 7 Day - 4030, 28 Day - 5450 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 12/11/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:37 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:7169 / 4129 Contractor:Andover construction Technician:Cozza, Seth Cast By:Cozza, Seth Date Cast:12/10/24 Sampled From:Truck Placement Method:Chute Sample Details Batched: Sampled:08:25 MST Cast:08:40 MST Truck Empty: Placement Time: Placement Location:Sidewalk Location Details:Building C sidewalk Sample Location / Notes:Building C sidewalk Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:K35565 On-Site Admixtures: 8.00 Gal Water (10 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.8 (lb/ft³) Air Content:4.0 Load Volume:10.00 (yd³) Weather:Consistency:Slump 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: 138226 12/10/2024 Report #: CC-000037 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 01/08/2025 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 38-1 7 02/12/25 1 / 6 4.00 12.57 56,189 4,470 5 N Test Age Average Strengths (psi): 7 Day - 4470 Tested By: Sandon Thibault (1) Checked In : 02/06/2025 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:38 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:6160 / 4827 Contractor:Andover construction Technician:Cozza, Seth Cast By:Cozza, Seth Date Cast:02/05/25 Sampled From:Truck Placement Method:Chute Sample Details Batched: Sampled:10:30 MST Cast:10:45 MST Truck Empty: Placement Time: Placement Location:Sidewalk Location Details:Sidewalk Sample Location / Notes:top sidewalk for center drive Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:CDOT #2019076 B,D,P On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.7 (lb/ft³) Air Content:4.6 Load Volume:9.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):65 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: 139714 02/05/2025 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 02/21/2025 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 38-1 7 02/12/25 1 / 6 4.00 12.57 56,189 4,470 5 N 38-2 28 03/05/25 1 / 27 4.00 12.57 77,106 6,130 5 C4 N 38-3 28 03/05/25 1 / 27 4.00 12.57 74,142 5,900 4 C4 N 38-4 28 03/05/25 1 / 27 4.00 12.57 76,681 6,100 3 C4 N 38-5 28 03/05/25 1 / 27 Test Age Average Strengths (psi): 7 Day - 4470, 28 Day - 6040 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 02/06/2025 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:38 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:6160 / 4827 Contractor:Andover construction Technician:Cozza, Seth Cast By:Cozza, Seth Date Cast:02/05/25 Sampled From:Truck Placement Method:Chute Sample Details Batched: Sampled:10:30 MST Cast:10:45 MST Truck Empty: Placement Time: Placement Location:Sidewalk Location Details:Sidewalk Sample Location / Notes:top sidewalk for center drive Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:CDOT #2019076 B,D,P On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.7 (lb/ft³) Air Content:4.6 Load Volume:9.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):65 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: 139714 02/05/2025 Report #: CC-000038 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 03/05/2025 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 39-1 7 02/26/25 1 / 6 4.00 12.57 51,745 4,120 3 N Test Age Average Strengths (psi): 7 Day - 4120 Tested By: Sandon Thibault (1) Checked In : 02/20/2025 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:39 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:157 / 195050 Contractor:Andover Technician:Downing, Thomas Cast By:Downing, Thomas Date Cast:02/19/25 Sampled From:Chute Placement Method:Chute Sample Details Batched:07:42 MST Sampled:09:00 MST Cast:09:10 MST Truck Empty: Placement Time: Placement Location:Sidewalk Location Details:Sidewalk, adjacent to south side of Donnegan Road. from Chaparral Circle heading east toward Mel Ray Road Sample Location / Notes:Sidewalk, adjacent to south side of Donnegan Road. from Chaparral Circle heading east toward Mel Ray Road Batch Log Strength:4500 (psi) Air:4.5 - 7.5 (%) Specifications Supplier:Casey Concrete Mix Design:K35565 On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight: Air Content:5.9 Load Volume:7.00 (yd³) Weather:Slump (in):5 Air Temperature (F):Concrete Temp (F):70 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: 140057 02/19/2025 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 03/03/2025 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 39-1 7 02/26/25 1 / 6 4.00 12.57 51,745 4,120 3 N 39-2 28 03/19/25 1 / 27 4.00 12.57 70,135 5,580 3 C4 N 39-3 28 03/19/25 1 / 27 4.00 12.57 66,921 5,320 3 C4 N 39-4 28 03/19/25 1 / 27 4.00 12.57 68,157 5,420 3 C4 N 39-5 28 03/19/25 1 / 27 Test Age Average Strengths (psi): 7 Day - 4120, 28 Day - 5440 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 02/20/2025 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:39 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:157 / 195050 Contractor:Andover Technician:Downing, Thomas Cast By:Downing, Thomas Date Cast:02/19/25 Sampled From:Chute Placement Method:Chute Sample Details Batched:07:42 MST Sampled:09:00 MST Cast:09:10 MST Truck Empty: Placement Time: Placement Location:Sidewalk Location Details:Sidewalk, adjacent to south side of Donnegan Road. from Chaparral Circle heading east toward Mel Ray Road Sample Location / Notes:Sidewalk, adjacent to south side of Donnegan Road. from Chaparral Circle heading east toward Mel Ray Road Batch Log Strength:4500 (psi) Air:4.5 - 7.5 (%) Specifications Supplier:Casey Concrete Mix Design:K35565 On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight: Air Content:5.9 Load Volume:7.00 (yd³) Weather:Slump (in):5 Air Temperature (F):Concrete Temp (F):70 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: 140057 02/19/2025 Report #: CC-000039 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 03/20/2025 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 40-1 7 03/12/25 1 / 6 4.00 12.57 57,643 4,590 5 N Test Age Average Strengths (psi): 7 Day - 4590 Tested By: Ryan Peskuski (1) Checked In : 03/06/2025 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:40 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:67 / 2393 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:03/05/25 Sampled From:Chute Placement Method:Chute Sample Details Batched:07:14 MST Sampled:08:15 MST Cast:08:30 MST Truck Empty: Placement Time: Placement Location:Curb and Gutter Location Details:Curb and gutter east side of Chapparal. Sample Location / Notes:9 of 9+ yards. Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:CDOT #2019076 B,D,P On-Site Admixtures: 9.00 Gal Water (9 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.5 (lb/ft³) Air Content:4.7 Load Volume:9.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):64 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: 140568 03/05/2025 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 03/19/2025 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 40-1 7 03/12/25 1 / 6 4.00 12.57 57,643 4,590 5 N 40-2 28 04/02/25 1 / 27 4.00 12.57 74,386 5,920 3 C4 N 40-3 28 04/02/25 1 / 27 4.00 12.57 68,654 5,460 3 C4 N 40-4 28 04/02/25 1 / 27 4.00 12.57 74,585 5,930 5 C4 N 40-5 28 04/02/25 1 / 27 Test Age Average Strengths (psi): 7 Day - 4590, 28 Day - 5770 C4: Strength is greater than or equal to f'c. Tested By: Ryan Peskuski (1), Sandon Thibault (2,3,4,5) Checked In : 03/06/2025 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:40 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:67 / 2393 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:03/05/25 Sampled From:Chute Placement Method:Chute Sample Details Batched:07:14 MST Sampled:08:15 MST Cast:08:30 MST Truck Empty: Placement Time: Placement Location:Curb and Gutter Location Details:Curb and gutter east side of Chapparal. Sample Location / Notes:9 of 9+ yards. Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:CDOT #2019076 B,D,P On-Site Admixtures: 9.00 Gal Water (9 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:142.5 (lb/ft³) Air Content:4.7 Load Volume:9.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):64 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: 140568 03/05/2025 Report #: CC-000041 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 04/10/2025 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 41-1 7 03/11/25 1 / 6 4.00 12.57 50,779 4,040 4 N Test Age Average Strengths (psi): 7 Day - 4040 Tested By: Sandon Thibault (1) Checked In : 03/05/2025 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:41 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:1573 / 2388 Contractor: Technician:Cozza, Seth Cast By:Cozza, Seth Date Cast:03/04/25 Sampled From:Truck Placement Method:Other Sample Details Batched: Sampled:11:30 MST Cast:11:45 MST Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Center Drive pump house slab Sample Location / Notes:Center Drive pump house slab. only 2-3 yards were needed. Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete Mix Design:4000 PSI 3/4 AE (6 On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:144.0 (lb/ft³) Air Content:5.3 Load Volume:10.00 (yd³) Weather:Slump (in):4 Air Temperature (F):Concrete Temp (F):64 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: 140577 03/04/2025 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 03/19/2025 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 41-1 7 03/11/25 1 / 6 4.00 12.57 50,779 4,040 4 N 41-2 28 04/01/25 1 / 27 4.00 12.57 61,225 4,870 5 C4 N 41-3 28 04/01/25 1 / 27 4.00 12.57 61,789 4,920 3 C4 N 41-4 28 04/01/25 1 / 27 4.00 12.57 62,305 4,960 5 C4 N 41-5 28 04/01/25 1 / 27 Test Age Average Strengths (psi): 7 Day - 4040, 28 Day - 4910 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 03/05/2025 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:41 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:1573 / 2388 Contractor: Technician:Cozza, Seth Cast By:Cozza, Seth Date Cast:03/04/25 Sampled From:Truck Placement Method:Other Sample Details Batched: Sampled:11:30 MST Cast:11:45 MST Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Center Drive pump house slab Sample Location / Notes:Center Drive pump house slab. only 2-3 yards were needed. Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete Mix Design:4000 PSI 3/4 AE (6 On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:144.0 (lb/ft³) Air Content:5.3 Load Volume:10.00 (yd³) Weather:Slump (in):4 Air Temperature (F):Concrete Temp (F):64 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: 140577 03/04/2025 Report #: CC-000040 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 04/02/2025 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 42-1 7 03/18/25 1 / 6 4.00 12.57 44,535 3,540 3 N Test Age Average Strengths (psi): 7 Day - 3540 Tested By: Sandon Thibault (1) Checked In : 03/12/2025 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:42 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:167 / 2405 Contractor:Andover construction Technician:Cozza, Seth Cast By:Cozza, Seth Date Cast:03/11/25 Sampled From:Truck Placement Method:Pump Sample Details Batched: Sampled:12:30 MDT Cast:12:45 MDT Truck Empty: Placement Time: Placement Location:Wall Location Details:Center drive pump/well house walls Sample Location / Notes:@5/5 yards Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:7.5 2.5" Line AE.4 On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.6 (lb/ft³) Air Content:6.2 Load Volume:5.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):66 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: 140815 03/11/2025 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 03/19/2025 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 42-1 7 03/18/25 1 / 6 4.00 12.57 44,535 3,540 3 N 42-2 28 04/08/25 1 / 27 4.00 12.57 60,857 4,840 5 C4 N 42-3 28 04/08/25 1 / 27 4.00 12.57 63,222 5,030 4 C4 N 42-4 28 04/08/25 1 / 27 4.00 12.57 60,478 4,810 4 C4 N 42-5 28 04/08/25 1 / 27 Test Age Average Strengths (psi): 7 Day - 3540, 28 Day - 4890 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 03/12/2025 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:42 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:167 / 2405 Contractor:Andover construction Technician:Cozza, Seth Cast By:Cozza, Seth Date Cast:03/11/25 Sampled From:Truck Placement Method:Pump Sample Details Batched: Sampled:12:30 MDT Cast:12:45 MDT Truck Empty: Placement Time: Placement Location:Wall Location Details:Center drive pump/well house walls Sample Location / Notes:@5/5 yards Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:7.5 2.5" Line AE.4 On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.6 (lb/ft³) Air Content:6.2 Load Volume:5.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):66 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: 140815 03/11/2025 Report #: CC-000042 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 04/10/2025 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 43-1 7 03/24/25 0 / 7 4.00 12.57 45,412 3,610 4 N Test Age Average Strengths (psi): 7 Day - 3610 Tested By: Sandon Thibault (1) Checked In : 03/17/2025 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:43 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:166 / 4462 Contractor:Andover Construction Technician:Cozza, Seth Cast By:Cozza, Seth Date Cast:03/17/25 Sampled From:Truck Placement Method:Chute Sample Details Batched: Sampled:11:30 MDT Cast:11:45 MDT Truck Empty: Placement Time: Placement Location:Sidewalk Location Details:Center drive sidewalks, east of Building A Sample Location / Notes:sidewalk, first 10 yards Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:K35565 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, 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: 141030 03/17/2025 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 03/27/2025 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 43-1 7 03/24/25 0 / 7 4.00 12.57 45,412 3,610 4 N 43-2 28 04/14/25 0 / 28 4.00 12.57 55,610 4,420 4 C2 N 43-3 28 04/14/25 0 / 28 4.00 12.57 65,133 5,180 4 C4 N 43-4 28 04/14/25 0 / 28 4.00 12.57 56,637 4,510 4 C4 N 43-5 56 05/12/25 0 / 56 Test Age Average Strengths (psi): 7 Day - 3610, 28 Day - 4700 C2: Strength is less than f'c. One cylinder will be held to break at 56 days. C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4) Checked In : 03/17/2025 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:43 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:166 / 4462 Contractor:Andover Construction Technician:Cozza, Seth Cast By:Cozza, Seth Date Cast:03/17/25 Sampled From:Truck Placement Method:Chute Sample Details Batched: Sampled:11:30 MDT Cast:11:45 MDT Truck Empty: Placement Time: Placement Location:Sidewalk Location Details:Center drive sidewalks, east of Building A Sample Location / Notes:sidewalk, first 10 yards Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:K35565 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, 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: 141030 03/17/2025 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 04/21/2025 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 44-1 7 04/03/25 1 / 6 4.00 12.57 47,768 3,800 5 N Test Age Average Strengths (psi): 7 Day - 3800 Tested By: Ryan Peskuski (1) Checked In : 03/28/2025 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:44 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:155 / 2448 Contractor:Andover construction Technician:Cozza, Seth Cast By:Cozza, Seth Date Cast:03/27/25 Sampled From:Truck Placement Method:Chute Sample Details Batched: Sampled:10:00 MDT Cast:10:15 MDT Truck Empty: Placement Time: Placement Location:Curb and Gutter Location Details:curb and gutter west of Building A. Sample Location / Notes:west of Building A curb and gutter @7/7 yards Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:CDot Class B/D/P On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:138.8 (lb/ft³) Air Content:7.0 Load Volume:7.00 (yd³) Weather:Consistency:Slump 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: 141484 03/27/2025 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 04/10/2025 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 44-1 7 04/03/25 1 / 6 4.00 12.57 47,768 3,800 5 N 44-2 28 04/24/25 1 / 27 4.00 12.57 59,530 4,740 4 C4 N 44-3 28 04/24/25 1 / 27 4.00 12.57 62,810 5,000 4 C4 N 44-4 28 04/24/25 1 / 27 4.00 12.57 64,652 5,140 3 C4 N 44-5 28 04/24/25 1 / 27 Test Age Average Strengths (psi): 7 Day - 3800, 28 Day - 4960 C4: Strength is greater than or equal to f'c. Tested By: Ryan Peskuski (1), Sandon Thibault (2,3,4,5) Checked In : 03/28/2025 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:44 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:155 / 2448 Contractor:Andover construction Technician:Cozza, Seth Cast By:Cozza, Seth Date Cast:03/27/25 Sampled From:Truck Placement Method:Chute Sample Details Batched: Sampled:10:00 MDT Cast:10:15 MDT Truck Empty: Placement Time: Placement Location:Curb and Gutter Location Details:curb and gutter west of Building A. Sample Location / Notes:west of Building A curb and gutter @7/7 yards Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:CDot Class B/D/P On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:138.8 (lb/ft³) Air Content:7.0 Load Volume:7.00 (yd³) Weather:Consistency:Slump 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: 141484 03/27/2025 Report #: CC-000043 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 04/28/2025 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 45-1 7 04/07/25 1 / 6 4.00 12.57 51,497 4,100 3 N Test Age Average Strengths (psi): 7 Day - 4100 Tested By: Sandon Thibault (1) Checked In : 04/01/2025 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:45 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:67 / 2480 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:03/31/25 Sampled From:Chute Placement Method:Chute Sample Details Batched: Sampled:08:45 MDT Cast:09:00 MDT Truck Empty: Placement Time: Placement Location:Curb and Gutter Location Details:Curb and gutter south west side of Building A. Sample Location / Notes:7 of 16+ yards Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:K35565 On-Site Admixtures: 17.00 Gal Water (7 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:140.3 (lb/ft³) Air Content:5.4 Load Volume:7.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):60 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: 141591 03/31/2025 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 04/10/2025 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 45-1 7 04/07/25 1 / 6 4.00 12.57 51,497 4,100 3 N 45-2 28 04/28/25 1 / 27 4.00 12.57 68,196 5,430 3 C4 N 45-3 28 04/28/25 1 / 27 4.00 12.57 66,014 5,250 3 C4 N 45-4 28 04/28/25 1 / 27 4.00 12.57 71,130 5,660 3 C4 N 45-5 28 04/28/25 1 / 27 Test Age Average Strengths (psi): 7 Day - 4100, 28 Day - 5450 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 04/01/2025 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:45 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:67 / 2480 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:03/31/25 Sampled From:Chute Placement Method:Chute Sample Details Batched: Sampled:08:45 MDT Cast:09:00 MDT Truck Empty: Placement Time: Placement Location:Curb and Gutter Location Details:Curb and gutter south west side of Building A. Sample Location / Notes:7 of 16+ yards Batch Log Strength:4500 (psi) Specifications Supplier:Casey Concrete Mix Design:K35565 On-Site Admixtures: 17.00 Gal Water (7 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:140.3 (lb/ft³) Air Content:5.4 Load Volume:7.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):60 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: 141591 03/31/2025 Report #: CC-000044 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 05/05/2025