North Gateway1-LR180410CLIENT: Fitness International ,LLC DATE OF REPORT: 2/19/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-6
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Cloudy TEMPERATURE RANGE:50°F to: 55°F
GETI: Alaa
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
DAILY FIELD REPORT
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED SIX (6) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR PAVING AREA.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 2/19/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-6a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Paving Area Dry Weight Content (%)Density (%)
1 4 SG 100'E X 15'N from SW Corner of Fire Lane 98.3 23.7 96.8
2 4 SG 180'E X 20'N from SW Corner of Fire Lane 98.9 23.5 97.4
3 4 SG 80'W X 15'N from SE Corner of Fire Lane 99.5 24.1 98.0
4 4 SG 50'S X 10'W from SE Corner of Bldg Pad 99.1 24.3 97.6
5 4 SG 120'W X 80'S from SE Corner of Bldg Pad 98.7 25.1 97.2
6 4 SG 20'W X 5'S from SW Corner of Bldg Pad 99.4 23.9 97.9
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
Dark Brown Sandy Clay 20.1
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
TEST RESULTS
CMT Division
Reddish Brown Sandy Clay 20.5
Optimum Moisture
(%)
Light Brown Sandy Clay 12.2
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
CLIENT: Fitness International ,LLC DATE OF REPORT: 2/23/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-7
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Cloudy TEMPERATURE RANGE:55°F to: 60°F
GETI: JV
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
DAILY FIELD REPORT
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED SIX (6) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR BUILDING PAD.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 2/23/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-7a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Building Pad Dry Weight Content (%)Density (%)
1 2 SG SE Section of North Half of Bldg Pad 94.6 25.8 96.4
2 2 SG Center of South Section of North Half 95.7 26.2 97.6
3 2 SG SW Section of North Half of Bldg Pad 94.8 25.7 96.6
4 2 1st SE Section of North Half of Bldg Pad 95.4 24.8 97.2
5 2 1st Center of South Section of North Half 94.9 25.1 96.7
6 2 1st SW Section of North Half of Bldg Pad 95.3 24.7 97.1
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
Optimum Moisture
(%)
Light Brown Sandy Clay 12.2
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
TEST RESULTS
CMT Division
Reddish Brown Sandy Clay 20.5
Dark Brown Sandy Clay 20.1
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
CLIENT: Fitness International ,LLC DATE OF REPORT: 2/27/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-8.5
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: partialy cludy TEMPERATURE RANGE:50°F to: 65°F
GETI: Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT Division
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED NINE (9) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR BUILDING PAD.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 2/27/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-8.5a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Building Pad Section 3 Dry Weight Content (%)Density (%)
1 4 SG East Section of Bldg Pad 100.2 24.2 98.7
2 4 SG Center of Bldg Pad 97.4 26.1 96.0
3 4 SG West Section of Bldg Pad 97.8 25.0 96.4
4 6 1st East Section of Bldg Pad 84.2 34.4 95.5
5 6 1st Center of Bldg Pad 83.8 35.3 95.0
6 6 1st West Section of Bldg Pad 83.9 35.6 95.1
7 6 2nd East Section of Bldg Pad 83.8 35.5 95.0
8 6 2nd Center of Bldg Pad 84.3 34.2 95.6
9 6 2nd West Section of Bldg Pad 84.2 36.1 95.5
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
FIELD DENSITY REPORT
DATE OF REPORT:
MOISTURE DENSITY RELATIONSHIP
Proctor Description Optimum Moisture
(%)
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Brown Sandy Clay 13.9
TEST RESULTS
CMT Division
CLIENT: Fitness International ,LLC DATE OF REPORT: 2/26/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-8
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Cloudy TEMPERATURE RANGE:55°F to: 60°F
GETI: Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT Division
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED FIFTTEEN (15) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR BUILDING PAD.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 2/27/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-8a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Building Pad Section 2 Dry Weight Content (%)Density (%)
1 6 SG East Section of Bldg Pad 84.1 35.3 95.4
2 6 SG Center of Bldg Pad 85.2 34.8 96.6
3 6 SG West Section of Bldg Pad 84.8 35.0 96.1
4 6 1st East Section of Bldg Pad 85.0 34.9 96.4
5 6 1st Center of Bldg Pad 85.1 34.8 96.5
6 6 1st West Section of Bldg Pad 84.9 36.1 96.3
7 6 2nd East Section of Bldg Pad 84.8 36.2 96.1
8 6 2nd Center of Bldg Pad 85.7 35.0 97.2
9 6 2nd West Section of Bldg Pad 86.0 34.8 97.5
10 6 3rd East Section of Bldg Pad 84.1 35.7 95.4
11 6 3rd Center of Bldg Pad 85.2 35.0 96.6
12 6 3rd West Section of Bldg Pad 84.5 34.9 95.8
13 6 4th East Section of Bldg Pad 85.0 34.5 96.4
14 6 4th Center of Bldg Pad 85.3 34.8 96.7
15 6 4th West Section of Bldg Pad 84.9 35.1 96.3
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
Brown Sandy Clay 13.9
Optimum Moisture
(%)
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
18.7
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CMT Division
CLIENT: Fitness International ,LLC DATE OF REPORT: 2/28/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-9
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Cloudy TEMPERATURE RANGE:50°F to: 55°F
GETI: Alaa
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
DAILY FIELD REPORT
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED EIGHTEEN (18) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR BUILDING PAD.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 2/28/2018
552 Silicon Drive , Suite 100 Page#1
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-9a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Building Pad Section 3 Dry Weight Content (%)Density (%)
1 6 3rd East Section of Bldg Pad 84.6 34.8 95.9
2 6 3rd Center of Bldg Pad 84.8 34.9 96.1
3 6 3rd West Section of Bldg Pad 85.1 35.2 96.5
4 6 4th East Section of Bldg Pad 85.9 34.7 97.4
5 6 4th Center of Bldg Pad 85.5 35.2 96.9
6 6 4th West Section of Bldg Pad 86.1 35.6 97.6
7 6 FG East Section of Bldg Pad 86.5 35.2 98.1
8 6 FG Center of Bldg Pad 85.8 35.5 97.3
9 6 FG West Section of Bldg Pad 86.0 34.8 97.5
Building Pad Section 2
10 6 FG East Section of Bldg Pad 84.8 35.6 96.1
11 6 FG Center of Bldg Pad 85.1 35.1 96.5
12 6 FG West Section of Bldg Pad 85.5 34.8 96.9
Building Pad Section 1
13 6 FG East Section of Bldg Pad 86.1 34.8 97.6
14 6 FG Center of Bldg Pad 84.8 35.1 96.1
15 6 FG West Section of Bldg Pad 85.5 35.0 96.9
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CMT Division
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
Brown Sandy Clay 13.9
Optimum Moisture
(%)
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
CLIENT: Fitness International ,LLC 2/28/2018
552 Silicon Drive , Suite 100 Page#2
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-9a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Building Pad Section 4 Dry Weight Content (%)Density (%)
16 4 SG East Section of Bldg Pad 98.8 24.5 97.3
17 4 SG Center of Bldg Pad 99.3 25.1 97.8
18 4 SG West Section of Bldg Pad 99.5 25.3 98.0
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Brown Sandy Clay 13.9
TEST RESULTS
CMT Division
Reddish Brown Sandy Clay 20.5
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
Light Brown Clay 20.2
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
MOISTURE DENSITY RELATIONSHIP
Proctor Description Optimum Moisture
(%)
Light Brown Sandy Clay W/Calcareous Nodule 19.8
FIELD DENSITY REPORT
DATE OF REPORT:
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/1/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-10
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Cloudy TEMPERATURE RANGE:50°F to: 60°F
GETI: Alaa
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
DAILY FIELD REPORT
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED TWELVE (12) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR BUILDING PAD.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 3/1/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-10a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Building Pad Section 4 Dry Weight Content (%)Density (%)
1 6 1st East Section of Bldg Pad 85.4 34.9 96.8
2 6 1st Center of Bldg Pad 84.3 35.1 95.6
3 6 1st West Section of Bldg Pad 85.1 34.6 96.5
4 6 2nd East Section of Bldg Pad 85.8 35.7 97.3
5 6 2nd Center of Bldg Pad 84.9 34.8 96.3
6 6 2nd West Section of Bldg Pad 86.3 35.0 97.8
7 6 3rd East Section of Bldg Pad 84.2 34.9 95.5
8 6 3rd Center of Bldg Pad 85.3 35.5 96.7
9 6 3rd West Section of Bldg Pad 86.0 35.1 97.5
10 6 4th East Section of Bldg Pad 84.7 34.6 96.0
11 6 4th Center of Bldg Pad 86.2 35.2 97.7
12 6 4th West Section of Bldg Pad 85.2 35.5 96.6
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CMT Division
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
Brown Sandy Clay 13.9
Optimum Moisture
(%)
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/2/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-11
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Cloudy TEMPERATURE RANGE:50°F to: 60°F
GETI: Alaa
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
DAILY FIELD REPORT
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED SIX (6) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR BUILDING PAD.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 3/2/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-11a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Building Pad Section 4 Dry Weight Content (%)Density (%)
1 6 FG East Section of Bldg Pad 84.6 35.3 95.9
2 6 FG Center of Bldg Pad 84.5 35.1 95.8
3 6 FG West Section of Bldg Pad 83.9 34.9 95.1
Building Pad Section 5
4 4 SG East Section of Bldg Pad 99.3 24.3 97.8
5 4 SG Center of Bldg Pad 98.7 25.9 97.2
6 4 SG West Section of Bldg Pad 98.2 24.7 96.7
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CMT Division
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
Brown Sandy Clay 13.9
Optimum Moisture
(%)
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/5/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-12
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE:50°F to: 55°F
GETI: Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT Division
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● WAS INFORMED THAT NO DENSITY TESTING WOULD BE REQUIRED DUE TO JOB SITE IS NOT READY FOR TESTING.
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/6/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-13
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE:50°F to: 60°F
GETI: Alaa
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
DAILY FIELD REPORT
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED SIX (6) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR BUILDING PAD & PAVING AREA.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 3/6/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-13a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Paving Area Dry Weight Content (%)Density (%)
1 1 1st 80'S X 10'W from SE Corner of Bldg Pad 96.9 22.6 96.4
2 1 1st 50'S X 60'W from SE Corner of Bldg Pad 97.3 22.0 96.8
3 1 1st 100'S X 5'W from SE Corner of Bldg pad 97.0 22.7 96.5
Building Pad Section 5
4 1 1st East Section of Bldg Pad 95.6 24.7 95.1
5 1 1st Center of Bldg Pad 96.5 23.9 96.0
6 1 1st West Section of Bldg Pad 95.8 25.8 95.3
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
13.9
Optimum Moisture
(%)
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CMT Division
Brown Sandy Clay
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/7/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-14
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE:50°F to: 55°F
GETI: Alaa
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
DAILY FIELD REPORT
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED FOUR (4) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR BUILDING PAD & PAVING AREA.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 3/7/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-14a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Paving Area Dry Weight Content (%)Density (%)
1 2 2nd 100'S X 80'W from SE Corner of Bldg Pad 95.6 23.2 97.5
2 2 2nd 40'S X 70'W from SE Corner of Bldg Pad 95.3 22.9 97.1
Building Pad Section 5
3 6 2nd East Section of Bldg Pad 84.1 34.8 95.4
4 6 2nd West Section of Bldg Pad 83.9 35.2 95.1
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
13.9
Optimum Moisture
(%)
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CMT Division
Brown Sandy Clay
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/8/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-15
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Cloudy TEMPERATURE RANGE:50°F to: 55°F
GETI: Alaa
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
DAILY FIELD REPORT
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED FOURTEEN (14) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR POOL PAD & PAVING AREA.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 3/8/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-15a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Paving Area Dry Weight Content (%)Density (%)
1 2 2nd 80'S X 30'W from SE Corner of Bldg Pad 96.3 22.5 98.2
2 2 2nd 90'S X 60'W from SE Corner of Bldg Pad 96.4 22.3 98.3
3 2 2nd 120'S X 10'W from SE Corner of Bldg Pad 96.8 23.4 98.7
4 2 2nd 40'S X 80'W from SE Corner of Bldg Pad 95.9 22.5 97.8
5 2 FG 80'S X 5'W from SE Corner of Bldg Pad 96.7 22.8 98.6
6 2 FG 85'S X 50'W from SE Corner of Bldg Pad 96.5 22.6 98.4
7 2 FG 40'S X 5'W from SE Corner of Bldg Pad 96.4 23.3 98.3
8 2 FG 40'S X 20'E from SE Corner of Bldg Pad 96.8 23.0 98.7
Pool Area
9 5 SG 20'W X 10'N from SE Corner of Bldg Pad 98.3 24.1 96.0
10 5 1st 20'W X 10'S from NE Corner of Bldg Pad 98.6 23.7 96.3
11 5 2nd 20'W X 10'S from NE Corner of Bldg Pad 97.3 23.1 95.0
12 5 3rd 30'W X 10'S from NE Corner of Bldg Pad 98.5 24.3 96.2
13 5 4th 30'W X 10'S from NE Corner of Bldg Pad 97.2 23.9 94.9
14 5 FG 30'W X 10'S from NE Corner of Bldg Pad 98.1 23.6 95.8
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
13.9
Optimum Moisture
(%)
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CMT Division
Brown Sandy Clay
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/9/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-16
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE:50°F to: 55°F
GETI: Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT Division
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● WAS INFORMED THAT NO DENSITY TESTING WOULD BE REQUIRED DUE TO JOB SITE IS NOT READY FOR TESTING.
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/10/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-17
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Cloudy TEMPERATURE RANGE:55°F to: 60°F
GETI: Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT Division
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED FOURTEEN (14) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR BUILDING PAD & PARKING AREA .
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 3/10/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-17a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Building Pad Section#5 Dry Weight Content (%)Density (%)
1 6 3rd East Section of Bldg Pad 84.6 35.0 95.9
2 6 3rd Center of Bldg pad 84.7 35.2 96.0
3 6 3rd West Section of Bldg pad 84.5 34.8 95.8
4 6 4th East Section of Bldg Pad 85.2 34.5 96.6
5 6 4th Center of Bldg pad 85.5 34.8 96.9
6 6 4th West Section of Bldg pad 85.3 35.1 96.7
7 6 FG East Section of Bldg Pad 84.6 34.9 95.9
8 6 FG Center of Bldg pad 85.1 34.7 96.5
9 6 SG West Section of Bldg pad 85.9 35.1 97.4
10 6 Center of Bldg pad 84.9 34.8 96.3
Parking area On the West Side
11 2 FG NE section of parking area 95.7 22.4 97.6
12 2 FG SW section of parking area 94.2 23.5 96.0
13 2 FG Center of parking area 93.3 23.8 95.1
14 2 FG SE section of parking area 95.1 22.6 96.9
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
13.9
Optimum Moisture
(%)
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CMT Division
Brown Sandy Clay
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/13/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-18
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE:55°F to: 60°F
GETI: Alaa
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
DAILY FIELD REPORT
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED TWENTY FOUR (24) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR UTILITIES AREA.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 3/13/2018
552 Silicon Drive , Suite 100 Page#1
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-18a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Utilities Dry Weight Content (%)Density (%)
1 1 FG Storm Drain Line A STA # 2+33.41 97.3 22.1 96.8
2 1 FG Storm Drain Line A STA # 2+80 99.9 22.5 99.4
3 4 FG-3 Storm Drain Line A.6 STA # 0+55 98.8 23.7 97.3
4 4 FG-2 Storm Drain Line A.6 STA # 0+55 99.6 22.9 98.1
5 4 FG-1 Storm Drain Line A.6 STA # 0+55 100.0 23.1 98.5
6 4 FG Storm Drain Line A.6 STA # 0+55 99.7 23.5 98.2
7 6 FG-3 Storm Drain Line A.6 STA # 2+00 86.6 33.6 98.2
8 6 FG-2 Storm Drain Line A.6 STA # 2+00 87.3 33.4 99.0
9 6 FG-1 Storm Drain Line A.6 STA # 2+00 87.5 33.2 99.2
10 6 FG Storm Drain Line A.6 STA # 2+00 86.3 33.5 97.8
11 6 FG-2 Storm Drain Line A.6 STA # 4+00 87.1 33.1 98.8
12 6 FG-1 Storm Drain Line A.6 STA # 4+00 86.6 33.7 98.2
13 6 FG Storm Drain Line A.6 STA # 4+00 86.1 32.8 97.6
14 5 FG-2 Water Line STA # 1+42 99.9 21.9 97.6
15 5 FG-1 Water Line STA # 1+42 99.7 22.5 97.4
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
CMT Division
Brown Sandy Clay 13.9
Optimum Moisture
(%)
Dark Gray Clay 30.5
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
Mix Brown Sandy Clay With Calcareous 18.7
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CLIENT: Fitness International ,LLC 3/13/2018
552 Silicon Drive , Suite 100 Page#2
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-18a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Utilities Dry Weight Content (%)Density (%)
16 5 FG Water Line STA # 1+42 99.4 22.7 97.1
17 6 FG-4 Water Line STA # 3+00 86.9 32.8 98.5
18 6 FG-3 Water Line STA # 3+00 86.2 33.1 97.7
19 6 FG-2 Water Line STA # 3+00 87.1 32.5 98.8
20 6 FG-1 Water Line STA # 3+00 86.9 33.2 98.5
21 6 FG Water Line STA # 3+00 85.9 33.8 97.4
22 6 FG-2 Water Line STA # 5+00 86.8 32.9 98.4
23 6 FG-1 Water Line STA # 5+00 86.8 31.9 98.4
24 6 FG Water Line STA # 5+00 85.9 32.2 97.4
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
FIELD DENSITY REPORT
DATE OF REPORT:
MOISTURE DENSITY RELATIONSHIP
Proctor Description Optimum Moisture
(%)
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Brown Sandy Clay 13.9
TEST RESULTS
CMT Division
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/14/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-19
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE:60°F to: 65°F
GETI: Alaa
Reviewed by:
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED EIGHT (8) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR BUILDING PAD.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 3/14/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-19a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Building Pad Dry Weight Content (%)Density (%)
1 8 FG NE Corner of Bldg Pad 110.8 14.5 96.7
2 8 FG NW Corner of Bldg Pad 110.9 15.6 96.8
3 8 FG SE Corner of Bldg Pad 111.2 15.9 97.0
4 8 FG SW Corner of Bldg Pad 111.7 16.2 97.5
5 8 FG Center of Bldg pad 110.9 16.4 96.8
6 8 FG 80'W X 10'N From SE Corner of Bldg Pad 111.5 15.5 97.3
7 8 FG 50'W X 50'S from NE Corner of Bldg Pad 111.8 14.5 97.6
8 8 FG 50'E X 50'S from NW Corner of Bldg Pad 112.1 15.3 97.8
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CMT Division
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
Brown Sandy Clay 13.9
Optimum Moisture
(%)
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/15/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-20
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE:60°F to: 70°F
GETI: Alaa
Reviewed by:
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED ELEVEN (11) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR UTILITIES AREA.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 3/15/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-20a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Utilities Dry Weight Content (%)Density (%)
1 6 FG-3 Sewer Line STA # 0+25 85.1 32.1 96.5
2 6 FG-2 Sewer Line STA # 0+25 86.3 33.0 97.8
3 6 FG-1 Sewer Line STA # 0+25 85.8 32.8 97.3
4 6 FG Sewer Line STA # 0+25 85.9 32.5 97.4
5 6 FG Storm Drain STA # 0+50 86.1 33.1 97.6
6 6 FG Storm Drain STA # 0+15 85.5 32.6 96.9
Paving Area
7 6 3rd 50'S X 40'E from SW Corner of Bldg Pad 86.3 32.6 97.8
8 6 3rd 50'S X 35'W from SW Corner of Bldg Pad 85.9 32.5 97.4
9 6 3rd 60'W X 40'N From SW Corner of Bldg Pad 84.9 33.7 96.3
10 6 FG Storm Drain Line A.4 STA # 0+30 85.8 33.5 97.3
11 6 FG Storm Drain Line A.1 STA # 0+50 86.3 33.3 97.8
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CMT Division
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
Brown Sandy Clay 13.9
Optimum Moisture
(%)
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/19/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-21
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE:60°F to: 70°F
GETI: Shah
Reviewed by:
Geoscience Firm Reg # F-11285
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT Division
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● MOLDED ONE (1) SET OF FOUR(4) TEST CYLINDERS FROM CONCRETE PLACED FOR: CONCRETE COLLOR LINE A.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC DATE OF REPORT:3/26/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-21a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Bartoo Ready Mix LLC CONCRETE SUPPLIER:LMC
TICKET NO.:63025973 PLANT/TRUCK:952/0000
AMBIENT TEMP. (F):70°MIX ID NUMBER:4,000 psi/28-day
CONCRETE TEMP. ( F):78°WATER ADDED (gal):0
TIME BATCHED:2:18 PM SLUMP (inches) (AST C-143)4
TIME SAMPLED:3:15 PM AIR CONTENT (%)4.5
WEATHER CONDITION:Sunny
LOCATION OF PLACEMENT:Concrete Colaar on Storm Line-A STA#0+00
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 3/26/2018 3,215 4,000 psi/28-day
2 28 4/16/2018 0
3 28 4/16/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Shah
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/19/2018
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
40,380
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/20/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-22
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE:50°F to: 55°F
GETI: Majeed
Reviewed by:
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● MOLDED ONE (1) SET OF FOUR(4) TEST CYLINDERS FROM CONCRETE PLACED FOR: LIGHT POST.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC DATE OF REPORT:3/27/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-22a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Beam Concrete CONCRETE SUPPLIER:Martin Marietta
TICKET NO.:4574693 PLANT/TRUCK:141/5864
AMBIENT TEMP. (F):47°MIX ID NUMBER:R3131214/28-day
CONCRETE TEMP. ( F):60°WATER ADDED (gal):0
TIME BATCHED:8:35 AM SLUMP (inches) (AST C-143)4
TIME SAMPLED:9:20 AM AIR CONTENT (%)0
WEATHER CONDITION:Sunny
LOCATION OF PLACEMENT:Light Post
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 3/27/2018 2,446 R3131214/28-day
2 28 4/17/2018 0
3 28 4/17/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Majeed
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
30,720
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/20/2018
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/21/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-23
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE:60°F to: 65°F
GETI: Alaa
Reviewed by:
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED THIRTY ONE (31) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR UTILITIES AREA & FOOTING.
● MOLDED ONE (1) SET OF FOUR(4) TEST CYLINDERS FROM CONCRETE PLACED FOR: HEAD BASE WALL.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 3/21/2018
552 Silicon Drive , Suite 100 Page#1
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-23a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Footing Dry Weight Content (%)Density (%)
1 4 FG E-2 Column Footing 100.2 20.4 98.7
2 4 FG E-3 Column Footing 98.1 21.3 96.7
3 4 FG E-4 Column Footing 99.9 21.8 98.4
4 6 FG D-5 Column Footing 86.9 32.6 98.5
5 6 FG D-6 Column Footing 86.4 32.5 98.0
6 8 FG C-6 Column Footing 111.3 15.1 97.1
7 6 FG B-6 Column Footing 86.1 31.4 97.6
8 4 FG B-5 Column Footing 97.1 22.1 95.7
9 4 FG C-5 Column Footing 96.4 22.3 95.0
10 4 FG C-4 Column Footing 97.8 22.5 96.4
11 4 FG C-3 Column Footing 98.5 22.2 97.0
12 6 FG C-2 Column Footing 86.2 31.6 97.7
13 4 FG D-4 Column Footing 98.0 22.7 96.6
14 6 FG B-4 Column Footing 84.2 32.0 95.5
15 6 FG B-3 Column Footing 85.7 31.9 97.2
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
Proctor Description
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
CMT Division
Brown Sandy Clay 13.9
Optimum Moisture
(%)
Dark Gray Clay 30.5
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
Mix Brown Sandy Clay With Calcareous 18.7
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CLIENT: Fitness International ,LLC 3/21/2018
552 Silicon Drive , Suite 100 Page#2
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-23a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Utilities Dry Weight Content (%)Density (%)
16 6 FG B-2 Column Footing 87.9 31.5 99.7
17 4 FG C-2 Column Footing 99.6 22.3 98.1
18 4 FG D-2 Column Footing 98.9 21.9 97.4
19 4 SG E-5 Column Footing 98.2 22.4 96.7
20 4 SG E-63 Column Footing 97.8 22.6 96.4
21 1 FG-2 Water Line 3" Pipe STA # 2+00 98.3 21.8 97.8
22 1 FG-1 Water Line 3" Pipe STA # 2+00 99.1 21.1 98.6
23 1 FG Water Line 3" Pipe STA # 2+00 99.5 22.3 99.0
24 1 FG-2 Water Line 3" Pipe STA # 1+00 98.2 21.9 97.7
25 1 FG-1 Water Line 3" Pipe STA # 1+00 98.7 22.2 98.2
26 1 FG Water Line 3" Pipe STA # 1+00 99.7 22.4 99.2
27 6 FG-1 Water Line 3" Pipe STA # 3+00 86.3 31.5 97.8
28 6 FG Water Line 3" Pipe STA # 3+00 86.5 31.9 98.1
29 6 FG Main Hole#1 87.2 32.1 98.9
30 6 FG Main Hole#2 87.6 32.4 99.3
31 6 FG Main Hole#3 86.9 32.2 98.5
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
FIELD DENSITY REPORT
DATE OF REPORT:
MOISTURE DENSITY RELATIONSHIP
Proctor Description Optimum Moisture
(%)
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Brown Sandy Clay 13.9
TEST RESULTS
CMT Division
CLIENT: Fitness International ,LLC DATE OF REPORT:3/28/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-23a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Bartoo Ready Mix CONCRETE SUPPLIER:LMC
TICKET NO.:63026093 PLANT/TRUCK:952/0000
AMBIENT TEMP. (F):70°MIX ID NUMBER:4000 PSI/28-day
CONCRETE TEMP. ( F):69°WATER ADDED (gal):0
TIME BATCHED:12:51 PM SLUMP (inches) (AST C-143)4.5
TIME SAMPLED:1:30 PM AIR CONTENT (%)3.75
WEATHER CONDITION:Sunny
LOCATION OF PLACEMENT:Head Wall Base Station# 4+46.91 & 0+00
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 3/28/2018 2,490 4000 PSI/28-day
2 28 4/18/2018 0
3 28 4/18/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Alaa
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
31,280
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/21/2018
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/22/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-25
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Cloudy TEMPERATURE RANGE:50°F to: 55°F
GETI: Alaa
Reviewed by:
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● PERFORMED ELEVEN (11) FIELD DENSITY TESTS ON NATURAL SOIL PLACED FOR FOOTING.
● MOLDED TWO (2) SETS OF FOUR(4) TEST CYLINDERS FROM CONCRETE PLACED FOR: HEAD BASE WALL & FOOTING.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC 3/22/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-25a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
Maximum Dry
Density (pcf)
1 100.5
2 98.1
3 116.7
4 101.5
5 102.4
6 88.2
7 108.5
8 114.6
9 116.9
Test #Proctor # Lift/LOCATION Unit Moisture Maximum Dry
Elevation Footing Dry Weight Content (%)Density (%)
1 6 FG A-6.5 Column Footing 85.1 32.1 96.5
2 6 FG A-6 Column Footing 86.3 33.0 97.8
3 6 FG A-5.3 Column Footing 85.8 32.8 97.3
4 6 FG A-4.8 Column Footing 85.9 32.5 97.4
5 6 FG A-3.9 Column Footing 86.1 33.1 97.6
6 6 FG A-2.3 Column Footing 85.5 32.6 96.9
7 6 FG A-1.5 Column Footing 86.3 32.6 97.8
8 6 FG A-5 Column Footing 85.9 32.5 97.4
9 6 FG A-1 Column Footing 84.9 33.7 96.3
Building Pad
10 9 FG 35'W X 20'S from NE Corner of Blg Pad 115.0 12.2 98.4
11 9 FG 40'E X 15'N from SW Corner of Bldg Pad 114.5 13.1 97.9
TECH : Alaa
Reviewed by:
Geoscience Firm Reg # F-11285
Light Brown Sandy Clay W/Calcareous Nodule 19.8
Light Brown Clay 20.2
Flex Base 10.5
Optimum Moisture
(%)
Dark Gray Clay 30.5
Mix Brown Sandy Clay With Calcareous 18.7
Brown Sandy Clay
MOISTURE DENSITY RELATIONSHIP
DATE OF REPORT:
FIELD DENSITY REPORT
Proctor Description
13.9
2712 Satsuma Dr. #400 Dallas TX 75229 ph# (972) 488-3500
Light Brown Sandy Clay 12.2
Dark Brown Sandy Clay 20.1
Reddish Brown Sandy Clay 20.5
TEST RESULTS
CMT Division
CLIENT: Fitness International ,LLC DATE OF REPORT:3/29/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-25a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Bartoo Ready Mix CONCRETE SUPPLIER:LMC
TICKET NO.:83115530 PLANT/TRUCK:957/999
AMBIENT TEMP. (F):79°MIX ID NUMBER:4000 PSI/28-day
CONCRETE TEMP. ( F):78°WATER ADDED (gal):0
TIME BATCHED:2:43 PM SLUMP (inches) (AST C-143)4.75
TIME SAMPLED:3:45 PM AIR CONTENT (%)3
WEATHER CONDITION:Sunny
LOCATION OF PLACEMENT:Head Wall Base Station# 5+16
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 3/29/2018 3,604 4000 PSI/28-day
2 28 4/19/2018 0
3 28 4/19/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Alaa
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/22/2018
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
45,260
CLIENT: Fitness International ,LLC DATE OF REPORT:3/29/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-25b
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Beam Concrete CONCRETE SUPPLIER:Martin Marietta
TICKET NO.:4583855 PLANT/TRUCK:131/6852
AMBIENT TEMP. (F):79°MIX ID NUMBER:R3145234/28-day
CONCRETE TEMP. ( F):72°WATER ADDED (gal):0
TIME BATCHED:3:52 PM SLUMP (inches) (AST C-143)4
TIME SAMPLED:4:40 PM AIR CONTENT (%)3.5
WEATHER CONDITION:Sunny
LOCATION OF PLACEMENT:Footing Columns
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 3/29/2018 3,756 R3145234/28-day
2 28 4/19/2018 0
3 28 4/19/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Alaa
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/22/2018
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
47,180
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/23/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-26
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Cloudy TEMPERATURE RANGE:50°F to: 55°F
GETI: Alaa
Reviewed by:
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● MOLDED TWO (2) SETS OF FOUR(4) TEST CYLINDERS FROM CONCRETE PLACED FOR: FOOTING & BASE WALL.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC DATE OF REPORT:3/30/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-26a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Beam Concrete CONCRETE SUPPLIER:Martin Marietta
TICKET NO.:4587984 PLANT/TRUCK:142/8832
AMBIENT TEMP. (F):72°MIX ID NUMBER:R3145234/28-day
CONCRETE TEMP. ( F):72°WATER ADDED (gal):0
TIME BATCHED:1:43 PM SLUMP (inches) (AST C-143)4.5
TIME SAMPLED:2:30 PM AIR CONTENT (%)0
WEATHER CONDITION:Cloudy
LOCATION OF PLACEMENT:Footing Columns
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 3/30/2018 3,923 R3145234/28-day
2 28 4/20/2018 0
3 28 4/20/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Alaa
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/23/2018
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
49,270
CLIENT: Fitness International ,LLC DATE OF REPORT:3/30/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-26b
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Bartoo Ready Mix CONCRETE SUPPLIER:LMC
TICKET NO.:63026186 PLANT/TRUCK:952/0000
AMBIENT TEMP. (F):75°MIX ID NUMBER:4000 PSI /28-day
CONCRETE TEMP. ( F):73°WATER ADDED (gal):0
TIME BATCHED:3:55 PM SLUMP (inches) (AST C-143)4.5
TIME SAMPLED:4:50 PM AIR CONTENT (%)3.75
WEATHER CONDITION:Sunny
LOCATION OF PLACEMENT:Wall Base on STA #0+00
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 3/30/2018 3,693 4000 PSI /28-day
2 28 4/20/2018 0
3 28 4/20/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Alaa
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/23/2018
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
46,380
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/24/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-27
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE:60°F to: 65°F
GETI: Haider
Reviewed by:
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● MOLDED FIVE (5) SETS OF FOUR(4) TEST CYLINDERS FROM CONCRETE PLACED FOR: PAVING AREA.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC DATE OF REPORT:3/31/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-27a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Beam Concrete CONCRETE SUPPLIER:Martin Marietta
TICKET NO.:4589596 PLANT/TRUCK:141/4864
AMBIENT TEMP. (F):68°MIX ID NUMBER:R3136024 /28-day
CONCRETE TEMP. ( F):75°WATER ADDED (gal):0
TIME BATCHED:9:04 AM SLUMP (inches) (AST C-143)3.5
TIME SAMPLED:9:45 AM AIR CONTENT (%)4.25
WEATHER CONDITION:Sunny
LOCATION OF PLACEMENT:Paving Area:
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 3/31/2018 3,659 R3136024 /28-day
2 28 4/21/2018 0
3 28 4/21/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Haider
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/24/2018
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
45,960
CLIENT: Fitness International ,LLC DATE OF REPORT:3/31/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-27b
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Beam Concrete CONCRETE SUPPLIER:Martin Marietta
TICKET NO.:4589760 PLANT/TRUCK:141/7860
AMBIENT TEMP. (F):70°MIX ID NUMBER:R3136024 /28-day
CONCRETE TEMP. ( F):75°WATER ADDED (gal):0
TIME BATCHED:9:54 AM SLUMP (inches) (AST C-143)4.5
TIME SAMPLED:10:25 AM AIR CONTENT (%)3.5
WEATHER CONDITION:Sunny
LOCATION OF PLACEMENT:Paving Area:
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 3/31/2018 3,840 R3136024 /28-day
2 28 4/21/2018 0
3 28 4/21/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Haider
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/24/2018
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
48,230
CLIENT: Fitness International ,LLC DATE OF REPORT:3/31/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-27c
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Beam Concrete CONCRETE SUPPLIER:Martin Marietta
TICKET NO.:4589981 PLANT/TRUCK:141/7860
AMBIENT TEMP. (F):68°MIX ID NUMBER:R3136024 /28-day
CONCRETE TEMP. ( F):79°WATER ADDED (gal):0
TIME BATCHED:11:47 AM SLUMP (inches) (AST C-143)4
TIME SAMPLED:12:30 PM AIR CONTENT (%)4.5
WEATHER CONDITION:Sunny
LOCATION OF PLACEMENT:Paving Area:
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 3/31/2018 3,749 R3136024 /28-day
2 28 4/21/2018 0
3 28 4/21/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Haider
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/24/2018
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
47,090
CLIENT: Fitness International ,LLC DATE OF REPORT:3/31/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-27d
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Beam Concrete CONCRETE SUPPLIER:Martin Marietta
TICKET NO.:4590079 PLANT/TRUCK:141/8810
AMBIENT TEMP. (F):72°MIX ID NUMBER:R3136024 /28-day
CONCRETE TEMP. ( F):76°WATER ADDED (gal):0
TIME BATCHED:1:24 PM SLUMP (inches) (AST C-143)4
TIME SAMPLED:2:15 PM AIR CONTENT (%)3.5
WEATHER CONDITION:Sunny
LOCATION OF PLACEMENT:Paving Area:
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 3/31/2018 3,913 R3136024 /28-day
2 28 4/21/2018 0
3 28 4/21/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Haider
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/24/2018
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
49,150
CLIENT: Fitness International ,LLC DATE OF REPORT:3/31/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-27e
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Beam Concrete CONCRETE SUPPLIER:Martin Marietta
TICKET NO.:4590110 PLANT/TRUCK:141/4854
AMBIENT TEMP. (F):74°MIX ID NUMBER:R3136024 /28-day
CONCRETE TEMP. ( F):78°WATER ADDED (gal):0
TIME BATCHED:3:16 PM SLUMP (inches) (AST C-143)4
TIME SAMPLED:4:15 PM AIR CONTENT (%)4
WEATHER CONDITION:Sunny
LOCATION OF PLACEMENT:Paving Area:
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 3/31/2018 3,732 R3136024 /28-day
2 28 4/21/2018 0
3 28 4/21/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Haider
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/24/2018
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
46,870
CLIENT: Fitness International ,LLC DATE OF REPORT: 3/26/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-28
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE:60°F to: 65°F
GETI: Alaa
Reviewed by:
DAILY FIELD REPORT
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
CMT DivisionGeoscience Firm Reg # F-11285
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
● MOLDED ONE (1) SET OF FOUR(4) TEST CYLINDERS FROM CONCRETE PLACED FOR: FOOTING.
TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON SEPERATE REPORT
CLIENT: Fitness International ,LLC DATE OF REPORT:4/2/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.18-DM7268-28a
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
CONTRACTOR:Beam Concrete CONCRETE SUPPLIER:Martin Marietta
TICKET NO.:4592618 PLANT/TRUCK:141/8139
AMBIENT TEMP. (F):82°MIX ID NUMBER:R3145234 /28-day
CONCRETE TEMP. ( F):74°WATER ADDED (gal):0
TIME BATCHED:12:34 PM SLUMP (inches) (AST C-143)5
TIME SAMPLED:1:15 PM AIR CONTENT (%)0
WEATHER CONDITION:Sunny
LOCATION OF PLACEMENT:Footing Column
CYLINDER AGE DATE COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (Days)TESTED STRENGTH (psi)STRENGTH
1 7 4/2/2018 3,824 R3145234 /28-day
2 28 4/23/2018 0
3 28 4/23/2018 0
4 Hold
Specification: Making & Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39
GETI Tech: Alaa
Reviewed by:
CMT Division
Geoscience Firm Reg F-11285
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS - Standard 4" x 8", 12.56 square inches
COMPRESSIVE STRENGTH OF CONCRETE REPORT
SAMPLE DATE:3/26/2018
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
TOTAL
LOAD (lbs)
48,030
CLIENT: Fitness International ,LLC 2/26/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-7.1
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
TEST METHOD: ASTM D-698
Sample Description:Dark Gray Clay
Sample Origin:On-Site
Proctor ID:# 6
Preparation Procedure:Moist
Rammer Description:Mechanical
Maximum Dry Density: (lbs/cu ft):88.2
Optimum Moisture Content (%)30.5
CMT Division
Geoscience Firm Reg # F-11285
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
MOISTURE/DENSITY RELATIONSHIP OF SOILS
SAMPLE IDENTIFICATION
MOISTURE/DENSITY
DATE OF REPORT:
CLIENT: Fitness International ,LLC 2/26/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-7.2
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
TEST METHOD: ASTM D-698
Sample Description:Mix Brown Sandy Clay With Calcareous
Sample Origin:On-Site
Proctor ID:# 7
Preparation Procedure:Moist
Rammer Description:Mechanical
Maximum Dry Density: (lbs/cu ft):108.5
Optimum Moisture Content (%)18.7
CMT Division
Geoscience Firm Reg # F-11285
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
MOISTURE/DENSITY RELATIONSHIP OF SOILS
SAMPLE IDENTIFICATION
MOISTURE/DENSITY
DATE OF REPORT:
CLIENT: Fitness International ,LLC 2/26/2018
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-7.3
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
TEST METHOD: ASTM D-698
Sample Description:Brown Sandy Clay
Sample Origin:Off-Site
Proctor ID:# 8
Preparation Procedure:Moist
Rammer Description:Mechanical
Maximum Dry Density: (lbs/cu ft):114.6
Optimum Moisture Content (%)13.9
CMT Division
Geoscience Firm Reg # F-11285
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
MOISTURE/DENSITY RELATIONSHIP OF SOILS
SAMPLE IDENTIFICATION
MOISTURE/DENSITY
DATE OF REPORT:
CLIENT: Fitness International ,LLC 3/21/20117
552 Silicon Drive , Suite 100
Southlake, Texas, 76092
PROJECT:Proposed "LA Fitness" REPORT NO.:18-DM7268-24
LOT 1, Block A, SH-121& Denton TAP RD
Coppell, Texas
TEST METHOD: ASTM D-698
Sample Description:Flex Base
Sample Origin:Off-site
Proctor ID:# 9
Preparation Procedure:Moist
Rammer Description:Mechanical
Maximum Dry Density: (lbs/cu ft):116.9
Optimum Moisture Content (%)10.5
CMT Division
Geoscience Firm Reg # F-11285
Reviewed by:
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972-488-3500 (P)
MOISTURE/DENSITY RELATIONSHIP OF SOILS
SAMPLE IDENTIFICATION
MOISTURE/DENSITY
DATE OF REPORT: