Four Seasons 2R-LR050421REPORT OF REINFORCING STEEL OBSERVATION 'lrel facon
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
04/21/05
72873
Hill & Wilkinson LTD
800 Klein Rd Ste 100
Plane, TX 75074
Report No.:
Project No.:
Project:
94041388.0106
94041388
BCE Specialties
989 West Sandy Lake Road
Coppell, TX
Services:
Drawings Utilized:
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
C5.1/1, dated 07/14/04
Locations/Items Observed: Paving Areas #1, #2, and Stair Landing Slab, see attached sketch
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type
Bar Size X proper Bar P~acement X Stirrup Spacing & Type X
Bar Grade X Propedy Tied X Welded Splices
Rebar Clean X Dowel Bars in Place X Mechanical Splices
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
Field Results Report To:
Technician: E. Lee
Report Distribution:
(1) Hill & Wilkinson LTD
(1) City of Coppell TX
(1) Cdy of Coppell TX
309sks
(1) Hardy McCullaWMLM Architects
(1) TMBP Consulting Engineers
(1) BCE Specialists
lrerracon
Robert D. Ra.y, S~..T.
Senior Project l~mager
This report is exclusively for the use of tho criem ~ndicated above and shall not be reproduced without written approval of HBC/Terracon
FIELD DENSITY TESTING
Report Number: 94041388.0103
Service Date: April 6, 2005
'll'erracan
8901 Carpenter Fn,vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date: April 21, 2005
Project: BCE Specialties
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
1. 413880050 ASTM D 698 Dark brown sandy clay 11.9 110.7 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pc0 (% compaction)
N Bound Royal Approach
162 10' N of center line & 5' E of redwood At Grade 1 6
163 10' S of center line & 2' E of redwood At Grade 1 6
13.3 106.3 ~96
11.9 106.9 97
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID: 32769
Technician: Michael E. Odom I
Field Results Reported To: H.C. w/Potter
Report Distribution: ~ s E~g~r
(1) Hill & Wilkinson LTD
(1) Hardy McCuIIah/MLM Architects Inc 1111BC~%esf PCe°c~apl~illesTx ed by: .~
(1) TMBP Consulting Engineers '
(1) City of Coppell TX
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.