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Home My WebLink AboutCompression Strength 5Specimen 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 21-1 7 08/24/24 2 / 5 4.00 12.57 63,052 5,020 3 N Test Age Average Strengths (psi): 7 Day - 5020 Tested By: Thomas Downing (1) Checked In : 08/19/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:21 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:30 / 8872 Contractor:RMS Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/17/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:09:33 MDT Sampled:10:10 MDT Cast:10:25 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. C SOG. East half. Sample Location / Notes:350 of 390 yards Batch Log Strength:4000 (psi) Specifications Supplier:United Companies Mix Design:36610709 On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.5 (lb/ft³) Air Content:1.8 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):83 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: 133567 08/17/2024 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 21-1 7 08/24/24 2 / 5 4.00 12.57 63,052 5,020 3 N 21-2 30 09/16/24 2 / 28 4.00 12.57 85,011 6,760 3 C4 N 21-3 30 09/16/24 2 / 28 4.00 12.57 84,416 6,720 4 C4 N 21-4 30 09/16/24 2 / 28 4.00 12.57 88,370 7,030 4 C4 N 21-5 30 09/16/24 2 / 28 Test Age Average Strengths (psi): 7 Day - 5020, 30 Day - 6840 C4: Strength is greater than or equal to f'c. Tested By: Thomas Downing (1), Ryan Peskuski (2,3,4,5) Checked In : 08/19/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:21 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:30 / 8872 Contractor:RMS Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/17/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:09:33 MDT Sampled:10:10 MDT Cast:10:25 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. C SOG. East half. Sample Location / Notes:350 of 390 yards Batch Log Strength:4000 (psi) Specifications Supplier:United Companies Mix Design:36610709 On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.5 (lb/ft³) Air Content:1.8 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):83 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: 133567 08/17/2024 Report #: CC-000021 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/27/2024 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 22-1 7 09/03/24 1 / 6 4.00 12.57 50,266 4,000 3 N Test Age Average Strengths (psi): 7 Day - 4000 Tested By: Sandon Thibault (1) Checked In : 08/28/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:22 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:55 / 1687 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/27/24 Sampled From:Mixer Placement Method: Sample Details Batched: Sampled:07:30 MDT Cast:07:45 MDT Truck Empty: Placement Time: Placement Location:Various Location Details:South Half SOG Building A and Sample Location / Notes:Remaining Section of South Grade Beam Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.7 (lb/ft³) Air Content:1.6 Load Volume: 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: 134082 08/27/2024 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 22-1 7 09/03/24 1 / 6 4.00 12.57 50,266 4,000 3 N 22-2 28 09/24/24 1 / 27 4.00 12.57 65,582 5,220 3 C4 N 22-3 28 09/24/24 1 / 27 4.00 12.57 74,045 5,890 3 C4 N 22-4 28 09/24/24 1 / 27 4.00 12.57 70,631 5,620 3 C4 N 22-5 28 09/24/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 4000, 28 Day - 5580 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1), Thomas Downing (2,3,4,5) Checked In : 08/28/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:22 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:55 / 1687 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/27/24 Sampled From:Mixer Placement Method: Sample Details Batched: Sampled:07:30 MDT Cast:07:45 MDT Truck Empty: Placement Time: Placement Location:Various Location Details:South Half SOG Building A and Sample Location / Notes:Remaining Section of South Grade Beam Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.7 (lb/ft³) Air Content:1.6 Load Volume: 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: 134082 08/27/2024 Report #: CC-000022 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/27/2024 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 23-1 7 09/03/24 1 / 6 4.00 12.57 51,314 4,080 3 N Test Age Average Strengths (psi): 7 Day - 4080 Tested By: Sandon Thibault (1) Checked In : 08/28/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:23 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:44 / 1693 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/27/24 Sampled From:Mixer Placement Method: Sample Details Batched: Sampled:08:45 MDT Cast:09:00 MDT Truck Empty: Placement Time: Placement Location:Various Location Details:South Half SOG Building A and Sample Location / Notes:Remaining South Grade Beam Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:146.2 (lb/ft³) Air Content:1.9 Load Volume: 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: 134083 08/27/2024 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 23-1 7 09/03/24 1 / 6 4.00 12.57 51,314 4,080 3 N 23-2 28 09/24/24 1 / 27 4.00 12.57 69,985 5,570 3 C4 N 23-3 28 09/24/24 1 / 27 4.00 12.57 62,917 5,010 3 C4 N 23-4 28 09/24/24 1 / 27 4.00 12.57 66,800 5,310 3 C4 N 23-5 28 09/24/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 4080, 28 Day - 5300 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1), Thomas Downing (2,3,4,5) Checked In : 08/28/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:23 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:44 / 1693 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/27/24 Sampled From:Mixer Placement Method: Sample Details Batched: Sampled:08:45 MDT Cast:09:00 MDT Truck Empty: Placement Time: Placement Location:Various Location Details:South Half SOG Building A and Sample Location / Notes:Remaining South Grade Beam Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:146.2 (lb/ft³) Air Content:1.9 Load Volume: 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: 134083 08/27/2024 Report #: CC-000023 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/27/2024 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 24-1 7 09/03/24 1 / 6 4.00 12.57 46,283 3,680 3 N Test Age Average Strengths (psi): 7 Day - 3680 Tested By: Sandon Thibault (1) Checked In : 08/28/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:24 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:60 / 1698 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/27/24 Sampled From:Mixer Placement Method: Sample Details Batched: Sampled:10:30 MDT Cast:10:45 MDT Truck Empty: Placement Time: Placement Location:Various Location Details:South Half SOG Building A and Sample Location / Notes:Remaining Grade Beam on South side Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.9 (lb/ft³) Air Content:1.7 Load Volume: Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):69 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: 134084 08/27/2024 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 24-1 7 09/03/24 1 / 6 4.00 12.57 46,283 3,680 3 N 24-2 28 09/24/24 1 / 27 4.00 12.57 60,280 4,800 3 C4 N 24-3 28 09/24/24 1 / 27 4.00 12.57 68,357 5,440 3 C4 N 24-4 28 09/24/24 1 / 27 4.00 12.57 69,132 5,500 3 C4 N 24-5 28 09/24/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 3680, 28 Day - 5250 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1), Thomas Downing (2,3,4,5) Checked In : 08/28/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:24 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:60 / 1698 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/27/24 Sampled From:Mixer Placement Method: Sample Details Batched: Sampled:10:30 MDT Cast:10:45 MDT Truck Empty: Placement Time: Placement Location:Various Location Details:South Half SOG Building A and Sample Location / Notes:Remaining Grade Beam on South side Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.9 (lb/ft³) Air Content:1.7 Load Volume: Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):69 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: 134084 08/27/2024 Report #: CC-000024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/27/2024 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 25-1 7 09/03/24 1 / 6 4.00 12.57 50,888 4,050 3 N Test Age Average Strengths (psi): 7 Day - 4050 Tested By: Sandon Thibault (1) Checked In : 08/28/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:25 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #: Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/27/24 Sampled From:Mixer Placement Method: Sample Details Batched: Sampled:11:50 MDT Cast:12:05 MDT Truck Empty: Placement Time: Placement Location:Various Location Details:South Half SOG Building A and Sample Location / Notes:Remaining Grade Beam South Side Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.1 (lb/ft³) Air Content:2.0 Load Volume: Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):80 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: 134085 08/27/2024 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 25-1 7 09/03/24 1 / 6 4.00 12.57 50,888 4,050 3 N 25-2 28 09/24/24 1 / 27 4.00 12.57 71,370 5,680 3 C4 N 25-3 28 09/24/24 1 / 27 4.00 12.57 66,873 5,320 3 C4 N 25-4 28 09/24/24 1 / 27 4.00 12.57 64,462 5,130 3 C4 N 25-5 28 09/24/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 4050, 28 Day - 5380 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1), Thomas Downing (2,3,4,5) Checked In : 08/28/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:25 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #: Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/27/24 Sampled From:Mixer Placement Method: Sample Details Batched: Sampled:11:50 MDT Cast:12:05 MDT Truck Empty: Placement Time: Placement Location:Various Location Details:South Half SOG Building A and Sample Location / Notes:Remaining Grade Beam South Side Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.1 (lb/ft³) Air Content:2.0 Load Volume: Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):80 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: 134085 08/27/2024 Report #: CC-000025 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/27/2024 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 26-1 7 09/03/24 1 / 6 4.00 12.57 48,672 3,870 3 N Test Age Average Strengths (psi): 7 Day - 3870 Tested By: Sandon Thibault (1) Checked In : 08/28/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:26 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:51 / 0843 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/27/24 Sampled From:Mixer Placement Method: Sample Details Batched: Sampled:12:50 MDT Cast:13:05 MDT Truck Empty: Placement Time: Placement Location:Various Location Details:South Half SOG Building A and Sample Location / Notes:South Side of Remaining Grade Beam Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.5 (lb/ft³) Air Content:1.8 Load Volume: 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: 134086 08/27/2024 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 26-1 7 09/03/24 1 / 6 4.00 12.57 48,672 3,870 3 N 26-2 28 09/24/24 1 / 27 4.00 12.57 68,302 5,430 3 C4 N 26-3 28 09/24/24 1 / 27 4.00 12.57 62,407 4,970 3 C4 N 26-4 28 09/24/24 1 / 27 4.00 12.57 62,013 4,930 3 C4 N 26-5 28 09/24/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 3870, 28 Day - 5110 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1), Thomas Downing (2,3,4,5) Checked In : 08/28/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:26 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:51 / 0843 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/27/24 Sampled From:Mixer Placement Method: Sample Details Batched: Sampled:12:50 MDT Cast:13:05 MDT Truck Empty: Placement Time: Placement Location:Various Location Details:South Half SOG Building A and Sample Location / Notes:South Side of Remaining Grade Beam Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:145.5 (lb/ft³) Air Content:1.8 Load Volume: 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: 134086 08/27/2024 Report #: CC-000026 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/27/2024 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 27-1 7 09/03/24 1 / 6 4.00 12.57 47,054 3,740 4 N Test Age Average Strengths (psi): 7 Day - 3740 Tested By: Sandon Thibault (1) Checked In : 08/28/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:27 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:31 / 1823 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/27/24 Sampled From:Mixer Placement Method: Sample Details Batched: Sampled:14:05 MDT Cast:14:20 MDT Truck Empty: Placement Time: Placement Location:Various Location Details:South Half SOG Building A and Sample Location / Notes:Remaining Grade Beam On South Side Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight: Air Content:1.0 Load Volume: 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: 134087 08/27/2024 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 27-1 7 09/03/24 1 / 6 4.00 12.57 47,054 3,740 4 N 27-2 28 09/24/24 1 / 27 4.00 12.57 60,928 4,850 3 C4 N 27-3 28 09/24/24 1 / 27 4.00 12.57 64,196 5,110 3 C4 N 27-4 28 09/24/24 1 / 27 4.00 12.57 55,988 4,450 3 C4 N 27-5 28 09/24/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 3740, 28 Day - 4800 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1), Thomas Downing (2,3,4,5) Checked In : 08/28/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:27 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:31 / 1823 Contractor: Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/27/24 Sampled From:Mixer Placement Method: Sample Details Batched: Sampled:14:05 MDT Cast:14:20 MDT Truck Empty: Placement Time: Placement Location:Various Location Details:South Half SOG Building A and Sample Location / Notes:Remaining Grade Beam On South Side Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight: Air Content:1.0 Load Volume: 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: 134087 08/27/2024 Report #: CC-000027 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/27/2024 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 28-1 7 09/16/24 1 / 6 4.00 12.57 59,526 4,740 3 N Test Age Average Strengths (psi): 7 Day - 4740 Tested By: Ryan Peskuski (1) Checked In : 09/10/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:28 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:54 / 2010 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:09/09/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:06:50 MDT Sampled:08:00 MDT Cast:08:15 MDT Truck Empty: Placement Time: Placement Location:Slab on Deck Location Details:Bldg. A second level SOD. Northwest quadrant. Sample Location / Notes:50 of 130+ yards Batch Log Strength:4000 (psi) Specifications Supplier:United Companies Mix Design:4500 psi ´No A.E. On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:146.1 (lb/ft³) Air Content:1.6 Load Volume:10.00 (yd³) Weather:Consistency:Slump 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: 134462 09/09/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/27/2024