The URL can be used to link to this page

Home My WebLink AboutECS 6/11/2019We are enclosing:Field Reports For your use As requestedXXX June 13, 2019 Westwood Real Estate Group 1000 Texan Trail Ste. 200 Grapvine, TX 76051 Mr. A.L. Burtin Grapevine Station North-Phase 1 Location: Permits: 63:1045 801 E. Northwest Hwy Grapevine, TX RE: ECS Job # ATTN: 4050 Sandshell Drive, Suite 500 Fort Worth, TX 76137 (682) 350-2250 [Phone] (817) 847-8616 [Fax] ECS Southwest, LLP LETTER OF TRANSMITTAL CC:Westwood Group Development No. 11 - Randy Sawey Les Daigh Excavating and Demolition - Les Daigh City of Grapevine - Donald Dixson ENCL: City of Grapevine - Scott Cannon Westwood Group Development No. 11 - Taylor Hazlewood Acadia Capital Group - Brad Catlett Field Report # 26 06/11/2019 Select Fill FDT Eli WoodSiddharth Neekhra Principal Engineer Construction Materials Dept. Manager JUN 13 2019 1000.1 Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 4. Incomplete or non-conforming work will be recorded for future resolution. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings and specifications for the activities performed on this report date. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/5 ECS Southwest, LLP 63:1045 26 Grapevine Station North-Phase 1 Tuesday 06/11/2019 Project No. Report No. Day & DateProject 4050 Sandshell Drive, Suite 500 Fort Worth, TX 76137 (682) 350-2250 [Phone] (817) 847-8616 [Fax] FIELD REPORT 2.67 The undersigned arrived on site, as requested, to observe the compaction of soils for 809 East Northwest Highway and 821 East Northwest Highway. Please see the attached sketch. Utilizing the nuclear test method to check the compaction of soils; test results indicated that the compacted material, at the areas and elevations tested, met or exceeded the project requirements of 95% of the maximum dry density with a moisture content above optimum, as obtained in our laboratory using the Standard Proctor Method (ASTM D-698). Locations and elevations of all tests are based on stakeout provided by others. We cannot be responsible for structures located off of the observed engineered pad, misaligned utilities or stakeout errors causing uncontrolled fill to be placed in structural areas. Note: The failed density tests from Report 25 (06/10/19) were re-tested and passed on this date. 80°/ Cloudy 45.00 1.75 0.17 0.00 12:45P 02:30P Select Fill FDT Location On-Site Time Lab Time Client Grapevine, TX Arrival Departure Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. Westwood Real Estate Group - A.L. Burtin Trip Charges* Remarks Chargeable Items Weather 1 - Nuclear Gauge Rental Mileage* 0.75Travel Time* Total Time of Re Obs.Time * Travel time and mileage will be billed in accordance with the contract. Tolls/Parking* Maicheal K. Wahba, — Senior Field Technician IBy 1800 12446 Transmittal Page 2/5 Transmittal Page 3/5 ECS SOUTHWEST, LLP Test Method ASTM Nuclear Project No: Contractor: Project Name:Date: Client: Page 1 Technician: Nuclear Gauge No. Make Model Ser. No. Density Std Moisture Std 1045 Grapevine Station North-Phase 1 06/11/2019 Westwood Group Development No. 11 None Listed Maicheal K. W ahba 9069 Humboldt 5001-EZ 9069 3163 323 Field Compaction Summary, ASTM Nuclear Description Proctor Method Uncorrected Max. Density Uncorrected Opt. MCSample No. D4S-28 Clayey Sand, Tan (White) (Select Fill)ASTM D 698-12 Method A Standard 115.20 13.40 Test No. Test Mode Station / Location Probe Depth (in.) Lift / Elev Corrected Maximum Dry Density (pcf) Corrected Optimum Moisture Content (%) % Oversize Wet Density (pcf) Dry Density (pcf) Moisture Content (%) Percent Comp. (%)CommentsP / F Sample No.Lot No. 1 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 127.0 109.7 15.7 95.2 P Re-test of Tests 1 and 6 from Report 25 (06/10/19) D4S-28 2 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 126.2 110.5 14.2 95.9 P Re-test of Tests 4 and 5 from Report 25 (06/10/19) D4S-28 3 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 128.2 112.0 14.4 97.2 PD4S-28 4 DT 6 821 East Northwest Highway SG 0.00 115.20 13.40 129.0 112.4 14.7 97.6 PD4S-28 5 DT 6 821 East Northwest Highway SG 0.00 115.20 13.40 128.2 110.3 16.2 95.7 PD4S-28 6 DT 6 821 East Northwest Highway SG 0.00 115.20 13.40 128.4 110.8 15.9 96.2 PD4S-28 Test Mode: DT = Direct Transmission BS = Back Scatter WO:2165 Transmittal Page 4/5 Transmittal Page 5/5 We are enclosing:Field Reports For your use As requestedXXX June 13, 2019 Westwood Real Estate Group 1000 Texan Trail Ste. 200 Grapvine, TX 76051 Mr. A.L. Burtin Grapevine Station North-Phase 1 Location: Permits: 63:1045 801 E. Northwest Hwy Grapevine, TX RE: ECS Job # ATTN: 4050 Sandshell Drive, Suite 500 Fort Worth, TX 76137 (682) 350-2250 [Phone] (817) 847-8616 [Fax] ECS Southwest, LLP LETTER OF TRANSMITTAL CC:Westwood Group Development No. 11 - Randy Sawey Les Daigh Excavating and Demolition - Les Daigh City of Grapevine - Donald Dixson ENCL: City of Grapevine - Scott Cannon Westwood Group Development No. 11 - Taylor Hazlewood Acadia Capital Group - Brad Catlett Field Report # 25 06/10/2019 Select Fill FDT Eli WoodSiddharth Neekhra Principal Engineer Construction Materials Dept. Manager JUN 13 2019 1000.1 Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 4. Incomplete or non-conforming work will be recorded for future resolution. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings and specifications for the activities performed on this report date. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/5 ECS Southwest, LLP 63:1045 25 Grapevine Station North-Phase 1 Monday 06/10/2019 Project No. Report No. Day & DateProject 4050 Sandshell Drive, Suite 500 Fort Worth, TX 76137 (682) 350-2250 [Phone] (817) 847-8616 [Fax] FIELD REPORT 3.28 The undersigned arrived on site, as requested, to observe the compaction of soils for 809 East Northwest Highway. Please see the attached sketch. Utilizing the nuclear test method to check the compaction of soils; test results indicated that the compacted material, at the areas and elevations tested, DID NOT MEET or exceeded the project requirements of 95% of the maximum dry density with a moisture content above optimum, as obtained in our laboratory using the Standard Proctor Method (ASTM D-698). Locations and elevations of all tests are based on stakeout provided by others. We cannot be responsible for structures located off of the observed engineered pad, misaligned utilities or stakeout errors causing uncontrolled fill to be placed in structural areas. 80°/ Sunny 45.00 2.75 0.17 0.00 01:30P 03:00P Select Fill FDT Location On-Site Time Lab Time 04:45P 06:00P Client Grapevine, TX Arrival Departure Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. Westwood Real Estate Group - A.L. Burtin Trip Charges* Remarks Chargeable Items Weather 1 - Nuclear Gauge Rental Mileage* 0.36Travel Time* Total Times of Re Obs.Time * Travel time and mileage will be billed in accordance with the contract. Tolls/Parking* Maicheal K. Wahba, — Senior Field Technician IBy 1800 12399 Transmittal Page 2/5 Transmittal Page 3/5 ECS SOUTHWEST, LLP Test Method ASTM Nuclear Project No: Contractor: Project Name:Date: Client: Page 1 Technician: Nuclear Gauge No. Make Model Ser. No. Density Std Moisture Std 1045 Grapevine Station North-Phase 1 06/10/2019 Westwood Group Development No. 11 None Listed Maicheal K. W ahba 8944 Humboldt 5001-EZ 8944 3167 345 Field Compaction Summary, ASTM Nuclear Description Proctor Method Uncorrected Max. Density Uncorrected Opt. MCSample No. D4S-28 Clayey Sand, Tan (White) (Select Fill)ASTM D 698-12 Method A Standard 115.20 13.40 Test No. Test Mode Station / Location Probe Depth (in.) Lift / Elev Corrected Maximum Dry Density (pcf) Corrected Optimum Moisture Content (%) % Oversize Wet Density (pcf) Dry Density (pcf) Moisture Content (%) Percent Comp. (%)CommentsP / F Sample No.Lot No. 1 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 123.5 107.5 15.0 93.3 F Low CompactionD4S-28 2 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 126.1 110.3 14.3 95.7 PD4S-28 3 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 127.7 111.2 14.8 96.5 PD4S-28 4 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 120.0 104.6 14.7 90.8 F Low CompactionD4S-28 5 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 121.1 104.8 15.6 91.0 F Low CompactionD4S-28 6 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 124.0 105.5 17.6 91.6 F Low CompactionD4S-28 Test Mode: DT = Direct Transmission BS = Back Scatter WO:2124 Transmittal Page 4/5 Transmittal Page 5/5 We are enclosing:Field Reports For your use As requestedXXX June 13, 2019 Westwood Real Estate Group 1000 Texan Trail Ste. 200 Grapvine, TX 76051 Mr. A.L. Burtin Grapevine Station North-Phase 1 Location: Permits: 63:1045 801 E. Northwest Hwy Grapevine, TX RE: ECS Job # ATTN: 4050 Sandshell Drive, Suite 500 Fort Worth, TX 76137 (682) 350-2250 [Phone] (817) 847-8616 [Fax] ECS Southwest, LLP LETTER OF TRANSMITTAL CC:Westwood Group Development No. 11 - Randy Sawey Les Daigh Excavating and Demolition - Les Daigh City of Grapevine - Donald Dixson ENCL: City of Grapevine - Scott Cannon Westwood Group Development No. 11 - Taylor Hazlewood Acadia Capital Group - Brad Catlett Field Report # 25 06/10/2019 Select Fill FDT Eli WoodSiddharth Neekhra Principal Engineer Construction Materials Dept. Manager JUN 13 2019 1000.1 Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 4. Incomplete or non-conforming work will be recorded for future resolution. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings and specifications for the activities performed on this report date. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/5 ECS Southwest, LLP 63:1045 25 Grapevine Station North-Phase 1 Monday 06/10/2019 Project No. Report No. Day & DateProject 4050 Sandshell Drive, Suite 500 Fort Worth, TX 76137 (682) 350-2250 [Phone] (817) 847-8616 [Fax] FIELD REPORT 3.28 The undersigned arrived on site, as requested, to observe the compaction of soils for 809 East Northwest Highway. Please see the attached sketch. Utilizing the nuclear test method to check the compaction of soils; test results indicated that the compacted material, at the areas and elevations tested, DID NOT MEET or exceeded the project requirements of 95% of the maximum dry density with a moisture content above optimum, as obtained in our laboratory using the Standard Proctor Method (ASTM D-698). Locations and elevations of all tests are based on stakeout provided by others. We cannot be responsible for structures located off of the observed engineered pad, misaligned utilities or stakeout errors causing uncontrolled fill to be placed in structural areas. 80°/ Sunny 45.00 2.75 0.17 0.00 01:30P 03:00P Select Fill FDT Location On-Site Time Lab Time 04:45P 06:00P Client Grapevine, TX Arrival Departure Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. Westwood Real Estate Group - A.L. Burtin Trip Charges* Remarks Chargeable Items Weather 1 - Nuclear Gauge Rental Mileage* 0.36Travel Time* Total Times of Re Obs.Time * Travel time and mileage will be billed in accordance with the contract. Tolls/Parking* Maicheal K. Wahba, — Senior Field Technician IBy 1800 12399 Transmittal Page 2/5 Transmittal Page 3/5 ECS SOUTHWEST, LLP Test Method ASTM Nuclear Project No: Contractor: Project Name:Date: Client: Page 1 Technician: Nuclear Gauge No. Make Model Ser. No. Density Std Moisture Std 1045 Grapevine Station North-Phase 1 06/10/2019 Westwood Group Development No. 11 None Listed Maicheal K. W ahba 8944 Humboldt 5001-EZ 8944 3167 345 Field Compaction Summary, ASTM Nuclear Description Proctor Method Uncorrected Max. Density Uncorrected Opt. MCSample No. D4S-28 Clayey Sand, Tan (White) (Select Fill)ASTM D 698-12 Method A Standard 115.20 13.40 Test No. Test Mode Station / Location Probe Depth (in.) Lift / Elev Corrected Maximum Dry Density (pcf) Corrected Optimum Moisture Content (%) % Oversize Wet Density (pcf) Dry Density (pcf) Moisture Content (%) Percent Comp. (%)CommentsP / F Sample No.Lot No. 1 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 123.5 107.5 15.0 93.3 F Low CompactionD4S-28 2 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 126.1 110.3 14.3 95.7 PD4S-28 3 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 127.7 111.2 14.8 96.5 PD4S-28 4 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 120.0 104.6 14.7 90.8 F Low CompactionD4S-28 5 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 121.1 104.8 15.6 91.0 F Low CompactionD4S-28 6 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 124.0 105.5 17.6 91.6 F Low CompactionD4S-28 Test Mode: DT = Direct Transmission BS = Back Scatter WO:2124 Transmittal Page 4/5 Transmittal Page 5/5 We are enclosing:Field Reports For your use As requestedXXX June 13, 2019 Westwood Real Estate Group 1000 Texan Trail Ste. 200 Grapvine, TX 76051 Mr. A.L. Burtin Grapevine Station North-Phase 1 Location: Permits: 63:1045 801 E. Northwest Hwy Grapevine, TX RE: ECS Job # ATTN: 4050 Sandshell Drive, Suite 500 Fort Worth, TX 76137 (682) 350-2250 [Phone] (817) 847-8616 [Fax] ECS Southwest, LLP LETTER OF TRANSMITTAL CC:Westwood Group Development No. 11 - Randy Sawey Les Daigh Excavating and Demolition - Les Daigh City of Grapevine - Donald Dixson ENCL: City of Grapevine - Scott Cannon Westwood Group Development No. 11 - Taylor Hazlewood Acadia Capital Group - Brad Catlett Field Report # 25 06/10/2019 Select Fill FDT Eli WoodSiddharth Neekhra Principal Engineer Construction Materials Dept. Manager JUN 13 2019 1000.1 Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 4. Incomplete or non-conforming work will be recorded for future resolution. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings and specifications for the activities performed on this report date. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/5 ECS Southwest, LLP 63:1045 25 Grapevine Station North-Phase 1 Monday 06/10/2019 Project No. Report No. Day & DateProject 4050 Sandshell Drive, Suite 500 Fort Worth, TX 76137 (682) 350-2250 [Phone] (817) 847-8616 [Fax] FIELD REPORT 3.28 The undersigned arrived on site, as requested, to observe the compaction of soils for 809 East Northwest Highway. Please see the attached sketch. Utilizing the nuclear test method to check the compaction of soils; test results indicated that the compacted material, at the areas and elevations tested, DID NOT MEET or exceeded the project requirements of 95% of the maximum dry density with a moisture content above optimum, as obtained in our laboratory using the Standard Proctor Method (ASTM D-698). Locations and elevations of all tests are based on stakeout provided by others. We cannot be responsible for structures located off of the observed engineered pad, misaligned utilities or stakeout errors causing uncontrolled fill to be placed in structural areas. 80°/ Sunny 45.00 2.75 0.17 0.00 01:30P 03:00P Select Fill FDT Location On-Site Time Lab Time 04:45P 06:00P Client Grapevine, TX Arrival Departure Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. Westwood Real Estate Group - A.L. Burtin Trip Charges* Remarks Chargeable Items Weather 1 - Nuclear Gauge Rental Mileage* 0.36Travel Time* Total Times of Re Obs.Time * Travel time and mileage will be billed in accordance with the contract. Tolls/Parking* Maicheal K. Wahba, — Senior Field Technician IBy 1800 12399 Transmittal Page 2/5 Transmittal Page 3/5 ECS SOUTHWEST, LLP Test Method ASTM Nuclear Project No: Contractor: Project Name:Date: Client: Page 1 Technician: Nuclear Gauge No. Make Model Ser. No. Density Std Moisture Std 1045 Grapevine Station North-Phase 1 06/10/2019 Westwood Group Development No. 11 None Listed Maicheal K. W ahba 8944 Humboldt 5001-EZ 8944 3167 345 Field Compaction Summary, ASTM Nuclear Description Proctor Method Uncorrected Max. Density Uncorrected Opt. MCSample No. D4S-28 Clayey Sand, Tan (White) (Select Fill)ASTM D 698-12 Method A Standard 115.20 13.40 Test No. Test Mode Station / Location Probe Depth (in.) Lift / Elev Corrected Maximum Dry Density (pcf) Corrected Optimum Moisture Content (%) % Oversize Wet Density (pcf) Dry Density (pcf) Moisture Content (%) Percent Comp. (%)CommentsP / F Sample No.Lot No. 1 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 123.5 107.5 15.0 93.3 F Low CompactionD4S-28 2 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 126.1 110.3 14.3 95.7 PD4S-28 3 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 127.7 111.2 14.8 96.5 PD4S-28 4 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 120.0 104.6 14.7 90.8 F Low CompactionD4S-28 5 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 121.1 104.8 15.6 91.0 F Low CompactionD4S-28 6 DT 6 809 East Northwest Highway SG 0.00 115.20 13.40 124.0 105.5 17.6 91.6 F Low CompactionD4S-28 Test Mode: DT = Direct Transmission BS = Back Scatter WO:2124 Transmittal Page 4/5 Transmittal Page 5/5