Park West Crossing-LR160720R940001, 12-11-15 Rev.13 Page 1 of 2
FOUNDATION OBSERVATIONS REPORT
Report Number:94151183.0174
Service Date: 07/20/16 8901 Carpenter Fwy Ste 100
Report Date:07/26/16 Dallas, TX 75247-4547
Task:214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing - Phase 2
Attn: Timothy Geisler SEC Freeport Pkwy & Southwestern Blvd
One Pierce Pl Ste 450W Coppell, TX
Itasca, IL 60143
Project No.94151183
Pier Identification A/4.5 A/5.3 A/5.8 A/6.5 A/7.2 A/7.8 A/8.6
Required Pier Diameter (in.)24 24 24 24 24 24 24
Required Penetration (ft.)6.0 6.0 6.0 6.0 6.0 6.0 6.0
Depth to Top of Bearing Stratum from Ground (ft.)23.0 22.0 23.0 18.0 18.7 21.0 23.0
Depth to Bottom of Pier from Ground Surface (ft.)31.0 30.0 29.9 24.8 24.9 27.2 29.5
Actual Penetration (ft.)8.0 8.0 6.9 6.8 6.2 6.2 6.5
Casing Outside Diameter (in.) 26 26 26 N/A N/A N/A 26
Depth to Bottom of Casing (ft.)20.0 22.0 23.0 N/A N/A N/A 23.0
Condition of Bottom (wet or dry)Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no)Yes yes yes yes yes yes yes
Number of Vertical Bars (ea.)6 6 6 6 6 6 6
Reinforcing Bar Size (#)6 6 6 6 6 6 6
Time Drilling was Completed 0800 0830 0900 0815 0845 0915 1130
Time Concrete Placement was Completed 0935 0945 1000 1015 1040 1100 1220
Distance from Ground to Top of Concrete (ft.)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Length of Concrete Pier (ft.)31.0 30.0 29.9 24.8 24.9 27.2 29.5
*Top of Ground Elevation (ft.)N/A N/A N/A N/A N/A N/A N/A
*Top of Pier Elevation (ft.)N/A N/A N/A N/A N/A N/A N/A
*Elevation was provided by others.
COMMENTS:
BUILDING H
Services:Foundation observations.
Terracon Rep:Jonathan Baze
Reported To:
Contractor:Structure Tone Southwest Lunch/NC:
Report Distribution
(1) ML Realty Partners, Timothy
Geisler
(1) City of Coppell TX, Matthew
Mabry(1) Halff Associates Inc, Hunter Starkey (1) ML Realty Partners, John
Benson
Reviewed By:____________________________________
(1) O?Brien Architects , Richard
Nordyke
(1) Structure Tone Southwest
Inc., Damon Renaud
James D. Baze
(1) Structure Tone Southwest Inc.,
Robin Povey
(1) TechniStructures, Jason
Owens
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the
client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are
only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently
similar or identical materials.
R940001, 12-11-15 Rev.13 Page 2 of 2
FOUNDATION OBSERVATIONS REPORT
Report Number:94151183.0174
Service Date: 07/20/16 8901 Carpenter Fwy Ste 100
Report Date:07/26/16 Dallas, TX 75247-4547
Task:214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing - Phase 2
Attn: Timothy Geisler SEC Freeport Pkwy & Southwestern Blvd
One Pierce Pl Ste 450W Coppell, TX
Itasca, IL 60143
Project No.94151183
Pier Identification A/9.4 A/9.6 A/10.3 A.5/11 B/11
Required Pier Diameter (in.)24 24 24 24 24
Required Penetration (ft.)6.0 6.0 6.0 6.0 6.0
Depth to Top of Bearing Stratum from Ground (ft.)23.0 24.5 24.1 25.0 23.5
Depth to Bottom of Pier from Ground Surface (ft.)30.5 31.0 30.8 32.8 32.0
Actual Penetration (ft.)7.5 6.5 6.7 7.8 8.5
Casing Outside Diameter (in.) 26 26 26 26 26
Depth to Bottom of Casing (ft.)23.0 24.5 24.1 25.0 23.0
Condition of Bottom (wet or dry)Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no)Yes Yes Yes Yes Yes
Number of Vertical Bars (ea.)6 6 6 6 6
Reinforcing Bar Size (#)6 6 6 6 6
Time Drilling was Completed 1105 1200 1230 1400 1435
Time Concrete Placement was Completed 1230 1415 1425 1525 1535
Distance from Ground to Top of Concrete (ft.)0.0 0.0 0.0 -2.0 -2.0
Total Length of Concrete Pier (ft.)30.5 31.0 30.8 30.8 30.0
*Top of Ground Elevation (ft.)N/A N/A N/A N/A N/A
*Top of Pier Elevation (ft.)N/A N/A N/A N/A N/A
*Elevation was provided by others.
COMMENTS:
BUILDING H
Services:Foundation observations.
Terracon Rep:Jonathan Baze
Reported To:
Contractor:Structure Tone Southwest Lunch/NC:
Report Distribution
(1) ML Realty Partners, Timothy
Geisler
(1) City of Coppell TX, Matthew
Mabry(1) Halff Associates Inc, Hunter Starkey (1) ML Realty Partners, John
Benson
Reviewed By:____________________________________
(1) O?Brien Architects , Richard
Nordyke
(1) Structure Tone Southwest
Inc., Damon Renaud
James D. Baze
(1) Structure Tone Southwest Inc.,
Robin Povey
(1) TechniStructures, Jason
Owens
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the
client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are
only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently
similar or identical materials.