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Home My WebLink AboutCompression Strength 1Specimen 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 13 07/09/24 13 / 0 4.00 12.57 47,181 3,750 4 N Test Age Average Strengths (psi): 13 Day - 3750 Tested By: Sandon Thibault (1) Checked In : 07/09/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:1 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:65 / 0300 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:06/26/24 Sampled From:Chute Placement Method:Chute Sample Details Batched: Sampled:07:15 MDT Cast:07:30 MDT Truck Empty: Placement Time: Placement Location:Footings Location Details:Bldg. A retaining wall footings. Sample Location / Notes:10 of 10 yards Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete Mix Design:4000 Exterior On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:143.4 (lb/ft³) Air Content:4.4 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: 131413 06/26/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 07/22/2024 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 1-1 13 07/09/24 13 / 0 4.00 12.57 47,181 3,750 4 N 1-2 30 07/26/24 13 / 17 4.00 12.57 63,739 5,070 3 C4 N 1-3 30 07/26/24 13 / 17 4.00 12.57 62,885 5,000 5 C4 N 1-4 30 07/26/24 13 / 17 4.00 12.57 63,519 5,050 3 C4 N 1-5 30 07/26/24 13 / 17 Test Age Average Strengths (psi): 13 Day - 3750, 30 Day - 5040 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1), Ryan Peskuski (2,3,4,5) Checked In : 07/09/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:1 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:65 / 0300 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:06/26/24 Sampled From:Chute Placement Method:Chute Sample Details Batched: Sampled:07:15 MDT Cast:07:30 MDT Truck Empty: Placement Time: Placement Location:Footings Location Details:Building A retaining wall footings Sample Location / Notes:10 of 10 yards Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete Mix Design:4000 Exterior On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:143.4 (lb/ft³) Air Content:4.4 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: 131413 06/26/2024 Report #: CC-000001 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 08/02/2024 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 13 07/09/24 13 / 0 4.00 12.57 53,882 4,290 3 N Test Age Average Strengths (psi): 13 Day - 4290 Tested By: Ryan Peskuski (1) Checked In : 07/09/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:2 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:3140 / 190310 Contractor: Technician:Schulz, Cayden Cast By:Schulz, Cayden Date Cast:06/26/24 Sampled From:Truck Placement Method:Chute Sample Details Batched: Sampled:09:00 MDT Cast:09:15 MDT Truck Empty: Placement Time: Placement Location:Footings Location Details:Center dive building footings Sample Location / Notes:110/180 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:145.7 (lb/ft³) Air Content:3.5 Load Volume:10.00 (yd³) Weather:Slump (in):3-3/4 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: 131457 06/26/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 07/22/2024 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 2-1 13 07/09/24 13 / 0 4.00 12.57 53,882 4,290 3 N 2-2 30 07/26/24 13 / 17 4.00 12.57 66,127 5,260 3 C4 N 2-3 30 07/26/24 13 / 17 4.00 12.57 66,716 5,310 5 C4 N 2-4 30 07/26/24 13 / 17 4.00 12.57 69,008 5,490 5 C4 N 2-5 30 07/26/24 13 / 17 Test Age Average Strengths (psi): 13 Day - 4290, 30 Day - 5350 C4: Strength is greater than or equal to f'c. Tested By: Ryan Peskuski (1,2,3,4,5) Checked In : 07/09/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:2 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:3140 / 190310 Contractor: Technician:Schulz, Cayden Cast By:Schulz, Cayden Date Cast:06/26/24 Sampled From:Truck Placement Method:Chute Sample Details Batched: Sampled:09:00 MDT Cast:09:15 MDT Truck Empty: Placement Time: Placement Location:Footings Location Details:Building A wall footings Sample Location / Notes:110/180 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:145.7 (lb/ft³) Air Content:3.5 Load Volume:10.00 (yd³) Weather:Slump (in):3-3/4 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: 131457 06/26/2024 Report #: CC-000002 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 08/02/2024 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 07/10/24 5 / 2 4.00 12.57 55,124 4,390 4 N Test Age Average Strengths (psi): 7 Day - 4390 Tested By: Sandon Thibault (1) Checked In : 07/08/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:3 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:158 / 190499 Contractor:Andover Technician:Downing, Thomas Cast By:Downing, Thomas Date Cast:07/03/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:12:38 MDT Sampled:13:40 MDT Cast:13:50 MDT Truck Empty: Placement Time: Placement Location:Footings Location Details:Building A retaining wall footing Sample Location / Notes:Along 36 line, from A line to PP line Batch Log Strength:4000 (psi) Air:3.5 - 6.5 (%) Specifications Supplier:Casey Concrete Mix Design:4000 On-Site Admixtures: 8.00 Gal Water (10 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight: Air Content:4.8 Load Volume:10.00 (yd³) Weather:Slump (in):5 Air Temperature (F):Concrete Temp (F):76 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: 131739 07/03/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 07/22/2024 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 3-1 7 07/10/24 5 / 2 4.00 12.57 55,124 4,390 4 N 3-2 28 07/31/24 5 / 23 4.00 12.57 67,913 5,400 5 C4 N 3-3 28 07/31/24 5 / 23 4.00 12.57 68,569 5,460 5 C4 N 3-4 28 07/31/24 5 / 23 4.00 12.57 68,508 5,450 5 C4 N 3-5 28 07/31/24 5 / 23 Test Age Average Strengths (psi): 7 Day - 4390, 28 Day - 5440 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 07/08/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:3 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:158 / 190499 Contractor:Andover Technician:Downing, Thomas Cast By:Downing, Thomas Date Cast:07/03/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:12:38 MDT Sampled:13:40 MDT Cast:13:50 MDT Truck Empty: Placement Time: Placement Location:Footings Location Details:Building A retaining wall footing Sample Location / Notes:Along 36 line, from A line to PP line Batch Log Strength:4000 (psi) Air:3.5 - 6.5 (%) Specifications Supplier:Casey Concrete Mix Design:4000 On-Site Admixtures: 8.00 Gal Water (10 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight: Air Content:4.8 Load Volume:10.00 (yd³) Weather:Slump (in):5 Air Temperature (F):Concrete Temp (F):76 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: 131739 07/03/2024 Report #: CC-000003 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 4-1 7 07/16/24 1 / 6 4.00 12.57 47,407 3,770 3 N Test Age Average Strengths (psi): 7 Day - 3770 Tested By: Sandon Thibault (1) Checked In : 07/10/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:4 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:66 / 1633 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:07/09/24 Sampled From:Chute Placement Method:Pump Sample Details Batched: Sampled:12:20 MDT Cast:12:35 MDT Truck Empty: Placement Time: Placement Location:Wall Location Details:Building A Retaining Walls. West side and partial north side. Sample Location / Notes:20 of 100+ 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:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):79 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: 131830 07/09/2023 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 07/22/2024 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 4-1 7 07/16/24 1 / 6 4.00 12.57 47,407 3,770 3 N 4-2 28 08/06/24 1 / 27 4.00 12.57 67,468 5,370 3 C4 N 4-3 28 08/06/24 1 / 27 4.00 12.57 68,287 5,430 3 C4 N 4-4 28 08/06/24 1 / 27 4.00 12.57 68,654 5,460 3 C4 N 4-5 28 08/06/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 3770, 28 Day - 5420 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 07/10/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:4 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:66 / 1633 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:07/09/24 Sampled From:Chute Placement Method:Pump Sample Details Batched: Sampled:12:20 MDT Cast:12:35 MDT Truck Empty: Placement Time: Placement Location:Wall Location Details:Building A Retaining Walls. West side and partial north side. Sample Location / Notes:20 of 100+ 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:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):79 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: 131830 07/09/2024 Report #: CC-000004 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 5-1 7 07/17/24 2 / 5 4.00 12.57 56,148 4,470 3 N Test Age Average Strengths (psi): 7 Day - 4470 Tested By: Sandon Thibault (1) Checked In : 07/12/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:5 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:58 / 0583 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:07/10/24 Sampled From:Chute Placement Method:Pump Sample Details Batched: Sampled:12:10 MDT Cast:12:25 MDT Truck Empty: Placement Time: Placement Location:Grade Beam Location Details:Bldg. A south grade beam Sample Location / Notes:10 of 30+ 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: 5.00 Gal Water (10 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:144.6 (lb/ft³) Air Content:3.8 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):76 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: 131889 07/10/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 07/25/2024 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 5-1 7 07/17/24 2 / 5 4.00 12.57 56,148 4,470 3 N 5-2 28 08/07/24 2 / 26 4.00 12.57 72,036 5,730 3 C4 N 5-3 28 08/07/24 2 / 26 4.00 12.57 76,034 6,050 3 C4 N 5-4 28 08/07/24 2 / 26 4.00 12.57 81,319 6,470 3 C4 N 5-5 28 08/07/24 2 / 26 Test Age Average Strengths (psi): 7 Day - 4470, 28 Day - 6080 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 07/12/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:5 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:58 / 0583 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:07/10/24 Sampled From:Chute Placement Method:Pump Sample Details Batched: Sampled:12:10 MDT Cast:12:25 MDT Truck Empty: Placement Time: Placement Location:Grade Beam Location Details:Building A south grade beam Sample Location / Notes:10 of 30+ 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: 5.00 Gal Water (10 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:144.6 (lb/ft³) Air Content:3.8 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):76 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: 131889 07/10/2024 Report #: CC-000005 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 08/14/2024