Gateway BP(3.1)-LR070922
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Reinforcing Steel Inspection
Report No.: 299267
Project No.: 0712786
Date of Service: 09/19/2007
Report Date: 09/22/2007
Project: Gateway Business Center
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Elevated deck, level 2, building 2, grid lines A-E/1-6, A-E/12-17.
Items Inspected: Co nfo rm Ing Non Items Inspected: Co nfo rm ing Non Items Inspected: Conforming Non
Conforming Conforming Conforming
P lacing Drawings Bar Length Column Ties Properly
Approved and Shape Tied and Spaced
Bar Size Pro per Bar P lacem ent Stirrup Spacing
Bar Grade Pro perly Tied Stirrup Type
8 ars Clean Dowel Bars in Place Lapped Splices
Form Clean Pro per Bar Suppo rts CornerBars
Numberof Bars ProperCover Mechanical Splices
Discrepancies / Comments:
Note: 6" x 6" placed correctiy as per specifications.
1. Miscellaneous debris throughout deck.
Discrepancies noted above were corrected prior to concrete placement.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition. appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(TM/KW) Page 1 of 2
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Reinforcing Steel Inspection
Report No.: 299207
Project No.: 0712786
Date of Service: 09/19/2007
Report Date: 09/22/2007
Project: Gateway Business Center
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Pier caps, canopy, building 1, grid lines F.1/9, F.2/B.5, F.3/B.3, FA/S and
building 2, grid lines F.1/6.B, F.2/7.2, F.3/7.4 and FAI7.B
Item s Inspected. Conforming Non Item s Inspected: Conforming Non Items Inspected: Confonming Non
Co nfo rm ing Conforming Co nfo nm ing
P lacing Drawings Bar Length Co lumn Ties Pro perly
Approved x and Shape x Tied and Spaced NA
BarSize x Pro per B ar P lacem ent x Stirrup Spacing NA
Bar Grade x ProperlyTied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices NA
Form Clean x Pro per B ar Supports x Corner Bars NA
Numberof Bars x Proper Cover x Mechanical Splices NA
Discrepancies I Comments:
No apparent discrepancies were noted at the locations listed above.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(TMIKW) Page 1 of 2
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Transwestern Cornmercial Services
5001 Spring Valley
Dallas, TX 75244
Report of In-Place Density Testing
Report No.: 299364
Project No.: 0712786
Date of Service: 09/20/2007
Report Date: 09/22/2007
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Constructors & Associates
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 742 Current: 2510
Previous: 740 Previous: 2496
MOISTURE DENSITY RELATIONS
MID No.
277809 Dark Brown 1 Clay
Description
Maximum
Moisture Density Project Requirements
% (pet) Moisture Density
27.0 89.0 Minimum +4 92-96
FIELD DENSITY TESTS
Probe MID Moisture Wet Density Dry Density Density
Depth No. % (pet) (pet) %max)
6" 277809 31.6 110.9 84.3 95
6" 277809 33.0 111.3 83.7 94
6" 277809 32.2 111.7 84.5 95
6" 277809 31.8 111.1 84.3 95
6" 277809 31.9 111.6 84.6 95
6" 277809 33.4 111.5 83.6 94
6" 277809 32.6 111.9 84.4 95
6" 277809 32.8 111.4 83.9 94
Test
No Test Location
Leave outs
Grid lines A/3, final
Leave outs
2 Grid lines A/9, final
Leave outs
3 Grid lines A/14, final
Leave outs
4 Grid lines E/3, final
Leave outs
5 Grid lines E/9, final
Leave outs
6 Gric;llines E/14, final
Leave outs
7 Grid lines 17/C, final
Leave outs
8 Grid lines 1/C, final
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(TM/KW) Page 1 of 2
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Structural Steel Inspection
Report No.: 606850
Project No.: 0712786
Date of Service: 09/19/2007
Report Date: 09/22/2007
Project: Gateway Business Center
Coppell, Texas
Services: Structural Steel Inspection
Report of Inspection
Service: Perform Structural Steel Inspection as detailed below:
Drawings Utilized: Structural
Locations and Items Inspected: As noted below, re-inspection of building 2 from report #606823, dated 09/12/07, items
1, 2, 4 and 5.
Discrepancies / Comments:
1. Item #1 from report #606823, dated 09/12/07, 2nd floor framing bolt tension verification. Discrepancies have been
corrected and are cleared from the noted report. Compliant.
2. Item #2, perimeter angle, random re-inspection, 2nd floor, building 2. Discrepancies have been corrected. Compliant.
3. Item #4, paint touch-up of field welds, on-going. Compliant.
4. Item #5, anchor bolt tension, grout verification, re-inspection. Discrepancies have been corrected and are cleared
from the noted report.
5. Building 2, roof deck paint touch-up. Compliant. Cleared from the noted report.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(TMlJB) Page 1 of 2