Verizon-LR 981218REPORT OF REINFORCING STEEL INSPECTION
IBC
ENGINEERII'~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/18/98 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas, TX 75201-4619
9834076
43-2333-98
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Observe placement of reinforcing for compliance with furnished drawings.
DRAWINGS UTILIZED:
LOCATION/ITEMS INSPECTED:
TEST METHOD:
PROJECT DATA
North quadrant driveway (left) at main entrance; Bay 2 and 3 and 4 and 5;
paving slab-on-grade; and Level 2 to 3, Columns A/7, B/7, C/7, A/8, B/8,
K/9, L/9, M/9, N/9, K/9.3, L/9.3, M/9.3 and N/9.3.
Visual Observation
REPORT OF INSPECTION
ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT I ITEMS INSPECTED CORRECT INCORRECT
Pi,ci~ Dra~.~s ~ep~ed X Ba, Le~ ~ S~ X c~u~ r~ed P~.y X
Bar Size X Proper Bar Placement X Ties and Spaces X
Bar Grade X Propedy Tied X Stirrup Spacing/Type X
Rebar Clean X Dowel Bars in Place X Welded Splices
Fo~m Clean X Proper Bar Supports X Mechanical Splices
Nun~3er of Elam X Lapped Splices X ;'roper Cover X
DISCREPANCIES/COMMENTS:
No discrepancies noted at the time of inspection.
Number, size and spacing as per specifications. Dowel's size and spacing per
specifications. Subgrade elevation provides proper thickness at top of
concrete.
Technician: M. edom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 12:30 pm
(1) The Beck Group
Stopped: 2:30 pm
Engineering, Inc.
Eugene Harbour
Vice President
309ss This report is exclusively lot the use of tho client indicated above and shall not be reproduced except in full withc~t tho wdtten approval of HBC Engineering, Inc.
IN-PLACE DENSITY TESTING-
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/03/1998 Report No.: 9832971 Report Date
12/18/1998
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: In-place density testing.
PROJECT DATA
CONTRACTOR: BECK Laboratory Test Method: ASTM D-698
Field Test Method: ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
Maximum Project Re~luirements
M/D No. Description Moisture % Density pcf Moisture Density
1 See below 10.0 124.5 Opt. or above 97%
2 See below 10.0 124.5 -1/+3% 95%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcf) (% max)
Grade Beam Backfill
306 H at 17.5, 1st Lift 1 13.0 121.7 98
307 G.5 at 18.0, 1st Lift 1 12.8 122.0 98
308 E.5 at 18.0, Final Lift 1 12.7 122.4 98
309 G at 18.0, Final Lift 1 12.9 122.0 98
West Parking Area, Subgrade
310 Along Line 5, 175' W from Center Line, W Fire Lane 2 10.4 118.7 95
311 Along Line 5, 75 'W from Center Line, W Fire Lane 2 11.6 121.1 97
Test results on this report meet project specification.
M/D No. 1 - Dark reddish brown silty clayey sand w/gravel
M/D No. 2 Dark reddish brown silty clayey sand w/gravel
Technician: Mike Odom I-'BC En~
Report Distribution:
(I) The Beck Group (I) The Beck Group
(1) Gromatzky Dupree & Assoc. Eugene~Varbour
(i) Brockette Davis Drake, Inc. Vice President
(1) The Beck Group
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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