Gateway BP(3.1)-LR071115
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.: 305308
Project No.: 0712786
Date of Service: 11/13/2007
Report Date: 11/15/2007
Project: Gateway Business Center
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected: Sidewalks from northwest of northwest corner of building 2, southeast to 4 line
sidewalks, north of building 1 from 7.2-9.8 line from building to fire lane sidewalks around main island from between the two
buildings, southwest 300', dumpster enclosure grade beams south of building 2
Item s 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 Pro perly
Approved x and Shape x Tied and Spaced NA
Bar Size x Pro per Bar P lacem ent x Stirrup Spacing NA
Bar Grade x Properly Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Pro per Bar Supports x CornerBars x
Numberof Bars x ProperCover x Mechanical Splices NA
Discrepancies I Comments: 1. Sidewalk, building 2: Missing steel at ramp from fire lane, missing slip dowels, missing
chairs. 2. Sidewalk, building 1: Missing chairs. 3. Sidewalk, island: Missing slip dowel caps, missing chairs. 4. Grade
beam, building 2 dumpster enclosure: Needs beam reinforcement, corner bars and chairs.
Discrepancies noted at the above locations 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.
(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 Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of In-Place Density Testing
Report No.: 305161
Project No.: 0712786
Date of Service: 11/12/2007
Report Date: 11/15/2007
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: 748 Current: 2561
Previous: 739 Previous: 2578
MOISTURE DENSITY RELATIONS
Test
No
Test Location
Maximum
Moisture Density Project Requirements
% (pet) Moisture Density
20.1 103.1 -2/+2 95 min
11.0 118.0 -2/+2 95 min
FIELD DENSITY TESTS
Probe MID Moisture Wet Density Dry Density Density
Depth No. % (pet) (pet) (%max)
6" 278271 12.5 129.6 115.2 98
6" 278271 12.4 129.4 115.1 98
6" 278271 12.6 131.0 116.3 99
6" 303720 22.1 121.1 99.2 96
MID No.
303720
278271
Description
Lime Treated Dark Brown 1 Sandy Clay
Brown 1 Clayey Sand
Sidewalk
1 Building 2, entry, 9/A
Sidewalk
2 Building 2, sidewalk, E/3
Sidewalk
3 Building 1, entry, Al8.5
Paving subgrade
4 Center, north approach
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.
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