Gateway BP(3.1)-LR071002
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.: 299907
Project No.: 0712786
Date of Service: 09/25/2007
Report Date: 10/02/2007
Project: Gateway Business Center
Coppell, Texas
Services: Reinforcing Steel Inspection
Report .of Inspection
Locations and Items Inspected:
Building 2, 2nd deck, slab on deck, wire mesh, grid lines A-E/6-12
Items Inspected: Conforming Non Items Inspected: Conforming Non Items Inspected: Co nfo rm ing Non
Conforming Co nfo rm ing Conforming
P lacing Drawings Bar Length Column Ties Properly
Appro ved x and Shape x Tied and Spaced NA
Bar Size x Pro per 8 ar Placement x Stirrup Spacing NA
Bar Grade x Properly Tied x Stinrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x ProperBarSupports x Corner 8 ars x
NumberofBars x ProperCover x Mechanical Splices NA
Discrepancies / Comments: 1. Bars (mesh) atedge of last concrete pour(s), grid lines A-E/6-12 had concrete caked on
steel. 2. Forms had trash throughout area.
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 maller 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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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.: 300208
Project No.: 0712786
Date of Service: 09/27/2007
Report Date: 10/02/2007
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Constructors & Associates
Test Method: ASTM D-6938
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 729 Current: 2520
Previous: 742 Previous: 2501
MOISTURE DENSITY RELATIONS
MID No.
277809
Description
Moisture
%
Maximum
Density
(pet)
89.0
Project Requirements
Moisture Density
Optimum +4 95 min
Dark Brown I Clay
27.0
FIELD DENSITY TESTS
Test
No
2
Probe MID Moisture Wet Density Dry Density Density
Test Location Depth No. % (pet) (pet) (%max)
Paving subgrade
Area F parking, west end, final 6" 277809 29.8 112.0 86.3 97
Paving subgrade
Area F parking, center, final 6" 277809 29.1 111.8 86.6 97
Paving subgrade
Area F parking, east end, final 6" 277809 29.1 111.5 86.4 97
3
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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