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Home My WebLink AboutCompression Strength 4Specimen 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 16-1 7 08/23/24 1 / 6 4.00 12.57 44,574 3,550 5 N Test Age Average Strengths (psi): 7 Day - 3550 Tested By: Sandon Thibault (1) Checked In : 08/17/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:16 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:53 / 1445 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/16/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:11:27 MDT Sampled:13:00 MDT Cast:13:15 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. A SOG north half. Sample Location / Notes:410 of 500+ yards Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete Mix Design:4500 PSI. ´interior On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:147.0 (lb/ft³) Air Content:1.7 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):82 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 133543 08/16/2024 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 16-1 7 08/23/24 1 / 6 4.00 12.57 44,574 3,550 5 N 16-2 28 09/13/24 1 / 27 4.00 12.57 66,899 5,320 4 C4 N 16-3 28 09/13/24 1 / 27 4.00 12.57 62,330 4,960 5 C4 N 16-4 28 09/13/24 1 / 27 4.00 12.57 68,522 5,450 3 C4 N 16-5 28 09/13/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 3550, 28 Day - 5240 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 08/17/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:16 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:53 / 1445 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/16/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:11:27 MDT Sampled:13:00 MDT Cast:13:15 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. A SOG north half. Sample Location / Notes:410 of 500+ yards Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete Mix Design:4500 PSI. ´interior On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:147.0 (lb/ft³) Air Content:1.7 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):82 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 133543 08/16/2024 Report #: CC-000016 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/16/2024 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 17-1 7 08/23/24 1 / 6 4.00 12.57 57,403 4,570 3 N Test Age Average Strengths (psi): 7 Day - 4570 Tested By: Sandon Thibault (1) Checked In : 08/17/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:17 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:47 / 1766 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/16/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:13:33 MDT Sampled:14:45 MDT Cast:15:00 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Building A SOG. North half Sample Location / Notes:470 of 520 yards Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete Mix Design:4500 3/4 interior On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:146.8 (lb/ft³) Air Content:1.3 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):82 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 133562 08/16/2024 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 17-1 7 08/23/24 1 / 6 4.00 12.57 57,403 4,570 3 N 17-2 28 09/13/24 1 / 27 4.00 12.57 76,122 6,060 3 C4 N 17-3 28 09/13/24 1 / 27 4.00 12.57 75,025 5,970 3 C4 N 17-4 28 09/13/24 1 / 27 4.00 12.57 76,134 6,060 3 C4 N 17-5 28 09/13/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 4570, 28 Day - 6030 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 08/17/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:17 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:47 / 1766 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/16/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:13:33 MDT Sampled:14:45 MDT Cast:15:00 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Building A SOG. North half Sample Location / Notes:470 of 520 yards Batch Log Strength:4000 (psi) Specifications Supplier:Casey Concrete Mix Design:4500 3/4 interior On-Site Admixtures: None Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:146.8 (lb/ft³) Air Content:1.3 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):82 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 133562 08/16/2024 Report #: CC-000017 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/16/2024 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 18-1 7 08/24/24 2 / 5 4.00 12.57 62,906 5,000 4 N Test Age Average Strengths (psi): 7 Day - 5000 Tested By: Thomas Downing (1) Checked In : 08/19/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:18 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:04 / 8859 Contractor:RMS Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/17/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:06:52 MDT Sampled:07:35 MDT Cast:07:50 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. C SOG. East half. Sample Location / Notes:40 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:146.1 (lb/ft³) Air Content:2.0 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: 133564 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 18-1 7 08/24/24 2 / 5 4.00 12.57 62,906 5,000 4 N 18-2 30 09/16/24 2 / 28 4.00 12.57 82,908 6,600 4 C4 N 18-3 30 09/16/24 2 / 28 4.00 12.57 81,027 6,450 3 C4 N 18-4 30 09/16/24 2 / 28 4.00 12.57 79,870 6,350 3 C4 N 18-5 30 09/16/24 2 / 28 Test Age Average Strengths (psi): 7 Day - 5000, 30 Day - 6470 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 #:18 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:04 / 8859 Contractor:RMS Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/17/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:06:52 MDT Sampled:07:35 MDT Cast:07:50 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. C SOG. East half. Sample Location / Notes:40 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:146.1 (lb/ft³) Air Content:2.0 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: 133564 08/17/2024 Report #: CC-000018 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 19-1 7 08/24/24 2 / 5 4.00 12.57 63,668 5,070 3 N Test Age Average Strengths (psi): 7 Day - 5070 Tested By: Thomas Downing (1) Checked In : 08/19/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:19 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:30 / 8863 Contractor:RMS Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/17/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:07:39 MDT Sampled:08:35 MDT Cast:08:50 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. C SOG. East half. Sample Location / Notes:120 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:145.7 (lb/ft³) Air Content:1.8 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):78 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 133565 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 19-1 7 08/24/24 2 / 5 4.00 12.57 63,668 5,070 3 N 19-2 30 09/16/24 2 / 28 4.00 12.57 80,261 6,390 3 C4 N 19-3 30 09/16/24 2 / 28 4.00 12.57 83,195 6,620 4 C4 N 19-4 30 09/16/24 2 / 28 4.00 12.57 83,955 6,680 4 C4 N 19-5 30 09/16/24 2 / 28 Test Age Average Strengths (psi): 7 Day - 5070, 30 Day - 6560 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 #:19 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:30 / 8863 Contractor:RMS Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/17/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:07:39 MDT Sampled:08:35 MDT Cast:08:50 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. C SOG. East half. Sample Location / Notes:120 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:145.7 (lb/ft³) Air Content:1.8 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):78 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 133565 08/17/2024 Report #: CC-000019 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 20-1 7 08/24/24 2 / 5 4.00 12.57 60,783 4,840 3 N Test Age Average Strengths (psi): 7 Day - 4840 Tested By: Thomas Downing (1) Checked In : 08/19/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:20 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:30 / 8869 Contractor:RMS Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/17/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:08:39 MDT Sampled:09:30 MDT Cast:09:45 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. C SOG. East half. Sample Location / Notes:220 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:145.4 (lb/ft³) Air Content:2.1 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):78 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 133566 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 20-1 7 08/24/24 2 / 5 4.00 12.57 60,783 4,840 3 N 20-2 30 09/16/24 2 / 28 4.00 12.57 79,357 6,310 3 C4 N 20-3 30 09/16/24 2 / 28 4.00 12.57 78,595 6,250 3 C4 N 20-4 30 09/16/24 2 / 28 4.00 12.57 81,713 6,500 3 C4 N 20-5 30 09/16/24 2 / 28 Test Age Average Strengths (psi): 7 Day - 4840, 30 Day - 6360 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 #:20 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:30 / 8869 Contractor:RMS Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/17/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:08:39 MDT Sampled:09:30 MDT Cast:09:45 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. C SOG. East half. Sample Location / Notes:220 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:145.4 (lb/ft³) Air Content:2.1 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):78 Lab Test Results Testing Lab: Glenwood Springs, 234 Center Drive, Glenwood Springs, CO, 81601 General Remarks Notified contractor of physical property results. Reviewed by RB. Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Andover Management Group Louisville, KY 40202 333 East main Street Suite 300 Project: 214 Center Drive GS06693.001F-365 Garfield County, CO 214 Center Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 133566 08/17/2024 Report #: CC-000020 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/27/2024