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Home My WebLink AboutCompression Strength 3Specimen 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 11-1 7 08/12/24 1 / 6 4.00 12.57 77,735 6,180 3 N Test Age Average Strengths (psi): 7 Day - 6180 Tested By: Sandon Thibault (1) Checked In : 08/06/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:11 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:13 / 3386 Contractor:RMS Construction Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/05/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:11:19 MDT Sampled:12:30 MDT Cast:12:45 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Building C SOG. West half. Sample Location / Notes:210 of 250+ yards Batch Log Strength:4000 (psi) Specifications Supplier:United Companies Mix Design:3661009 On-Site Admixtures: 5.00 Gal Water (10 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:148.2 (lb/ft³) Air Content:2.4 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: 133018 08/05/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 08/15/2024 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 11-1 7 08/12/24 1 / 6 4.00 12.57 77,735 6,180 3 N 11-2 29 09/03/24 1 / 28 4.00 12.57 106,795 8,500 4 C4 N 11-3 29 09/03/24 1 / 28 4.00 12.57 106,102 8,440 3 C4 N 11-4 29 09/03/24 1 / 28 4.00 12.57 100,703 8,010 4 C4 N 11-5 29 09/03/24 1 / 28 Test Age Average Strengths (psi): 7 Day - 6180, 29 Day - 8320 C4: Strength is greater than or equal to f'c. Tested By: Sandon Thibault (1,2,3,4,5) Checked In : 08/06/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:11 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:13 / 3386 Contractor:RMS Construction Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/05/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:11:19 MDT Sampled:12:30 MDT Cast:12:45 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Building C SOG. West half. Sample Location / Notes:210 of 250+ yards Batch Log Strength:4000 (psi) Specifications Supplier:United Companies Mix Design:3661009 On-Site Admixtures: 5.00 Gal Water (10 yd³) Location Standard Cure Field Cure Field Measurements Plastic Unit Weight:148.2 (lb/ft³) Air Content:2.4 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: 133018 08/05/2024 Report #: CC-000011 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 12-1 7 08/23/24 1 / 6 4.00 12.57 54,079 4,300 5 N Test Age Average Strengths (psi): 7 Day - 4300 Tested By: Sandon Thibault (1) Checked In : 08/17/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:12 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:48 / 1748 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/16/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:06:39 MDT Sampled:07:30 MDT Cast:07:45 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. A SOG north half Sample Location / Notes:40 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:1.4 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):74 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: 133537 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 12-1 7 08/23/24 1 / 6 4.00 12.57 54,079 4,300 5 N 12-2 28 09/13/24 1 / 27 4.00 12.57 72,068 5,730 3 C4 N 12-3 28 09/13/24 1 / 27 4.00 12.57 73,508 5,850 3 C4 N 12-4 28 09/13/24 1 / 27 4.00 12.57 74,188 5,900 3 C4 N 12-5 28 09/13/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 4300, 28 Day - 5830 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 #:12 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:48 / 1748 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/16/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:06:39 MDT Sampled:07:30 MDT Cast:07:45 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. A SOG north half Sample Location / Notes:40 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:1.4 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):74 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: 133537 08/16/2024 Report #: CC-000012 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 13-1 7 08/23/24 1 / 6 4.00 12.57 57,126 4,550 3 N Test Age Average Strengths (psi): 7 Day - 4550 Tested By: Sandon Thibault (1) Checked In : 08/17/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:13 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:59 / 0644 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/16/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:07:52 MDT Sampled:09:10 MDT Cast:09:25 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. A SOG north half. Sample Location / Notes:120 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:146.9 (lb/ft³) Air Content:1.4 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):74 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: 133539 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 13-1 7 08/23/24 1 / 6 4.00 12.57 57,126 4,550 3 N 13-2 28 09/13/24 1 / 27 4.00 12.57 83,347 6,630 4 C4 N 13-3 28 09/13/24 1 / 27 4.00 12.57 81,817 6,510 3 C4 N 13-4 28 09/13/24 1 / 27 4.00 12.57 84,797 6,750 4 C4 N 13-5 28 09/13/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 4550, 28 Day - 6630 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 #:13 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:59 / 0644 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/16/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:07:52 MDT Sampled:09:10 MDT Cast:09:25 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. A SOG north half. Sample Location / Notes:120 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:146.9 (lb/ft³) Air Content:1.4 Load Volume:10.00 (yd³) Weather:Consistency:Slump Air Temperature (F):Concrete Temp (F):74 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: 133539 08/16/2024 Report #: CC-000013 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 14-1 7 08/23/24 1 / 6 4.00 12.57 56,895 4,530 3 N Test Age Average Strengths (psi): 7 Day - 4530 Tested By: Sandon Thibault (1) Checked In : 08/17/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:14 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:64 / 0649 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/16/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:08:50 MDT Sampled:09:55 MDT Cast:10:10 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. A SOG north half. Sample Location / Notes:210 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:147.1 (lb/ft³) Air Content:1.3 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: 133541 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 14-1 7 08/23/24 1 / 6 4.00 12.57 56,895 4,530 3 N 14-2 28 09/13/24 1 / 27 4.00 12.57 78,548 6,250 3 C4 N 14-3 28 09/13/24 1 / 27 4.00 12.57 79,722 6,340 3 C4 N 14-4 28 09/13/24 1 / 27 4.00 12.57 78,133 6,220 4 C4 N 14-5 28 09/13/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 4530, 28 Day - 6270 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 #:14 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:64 / 0649 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/16/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:08:50 MDT Sampled:09:55 MDT Cast:10:10 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. A SOG north half. Sample Location / Notes:210 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:147.1 (lb/ft³) Air Content:1.3 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: 133541 08/16/2024 Report #: CC-000014 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 15-1 7 08/23/24 1 / 6 4.00 12.57 49,020 3,900 5 N Test Age Average Strengths (psi): 7 Day - 3900 Tested By: Sandon Thibault (1) Checked In : 08/17/2024 (1) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:15 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:57 / 1440 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/16/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:10:04 MDT Sampled:11:40 MDT Cast:11:55 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. A SOG north half. Sample Location / Notes:310 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:147.1 (lb/ft³) Air Content:1.5 Load Volume:10.00 (yd³) 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: 133542 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 15-1 7 08/23/24 1 / 6 4.00 12.57 49,020 3,900 5 N 15-2 28 09/13/24 1 / 27 4.00 12.57 69,713 5,550 3 C4 N 15-3 28 09/13/24 1 / 27 4.00 12.57 66,314 5,280 3 C4 N 15-4 28 09/13/24 1 / 27 4.00 12.57 65,366 5,200 3 C4 N 15-5 28 09/13/24 1 / 27 Test Age Average Strengths (psi): 7 Day - 3900, 28 Day - 5340 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 #:15 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:57 / 1440 Contractor:Ashley Concrete Technician:Peskuski, Ryan Cast By:Peskuski, Ryan Date Cast:08/16/24 Sampled From:Chute Placement Method:Pump Sample Details Batched:10:04 MDT Sampled:11:40 MDT Cast:11:55 MDT Truck Empty: Placement Time: Placement Location:Slab on Grade Location Details:Bldg. A SOG north half. Sample Location / Notes:310 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:147.1 (lb/ft³) Air Content:1.5 Load Volume:10.00 (yd³) 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: 133542 08/16/2024 Report #: CC-000015 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970-945-2809 Report Date: 09/16/2024