Verizon-LR 990114REPORT oF REINFORCING STEEL INSPECTION
ENGINEERING, i~C.
8901 (~ter Frwy.. Suite #tO0
Dali=s, Tex~ 75247
Date of Service: 01/14/99
Report No.: 9902147
Client No.: 08(544025
Client: The Beck Group
1700 Pacific Ace., Suite 3800
Dallas, TX 75201-4(519
Project No.:
Project:
43-2333-98
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services:
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Drawings Utilized:
Locations/Items Inspected:
On site
East Parking, Slab-on-Grade, from south entrance,
east of east side fire lane
Test Method:
Visual Observation
REPORT OF INSPECTION
ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT
Placing Drawings Approved X 3ar Length and Shape X column Tied Property
Bar Size X =roper Bar Placement X Ties and Spaces X
Bar Grade X ~roparly Tied X Stirrup Spacing/Type
Rebar Cleon X 3owel Bars in Place X Welded Splices
Form Cleon X Proper Bar Supports X Mechanical Splices
Number of Bars X Lapped Splices X~ Proper Cover X~
Discrepancies/Comments: No discrepancies noted at the time of inspection.
Technician: M. Odom Started: 12:00 pm Stopped: 12:30 pm
Reoort Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
(1) The Beck Group
H~ En ' Inc.
Eu~ne Harbour
Vice President
309cr
This report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of HBC Engineering. Inc.
IN-PLACE DENSITY T STING
Date of Service:
Client No.:
Client:
01/04/1999
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
ENGINF~RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9901100
Project No.: 43-2333-98
Report Date
01/14/1999
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: In-place density testing.
CONTRACTOR: BECK
PROJECT DATA
Laboratory Test Method: ASTM D-698
MOISTURE DENSITY RELATIONS:
Field Test Method:
ASTM D-2922
ASTM D-3017
M/D No. Description Moisture %
maxi~aum
Density pcf
Project Requirements
Moisture Density
Light brown and light gray
silty sand with dark gray clay
balls
12.5
116.5
-1/+3% 95%
FIELD DENSITY TESTS
TEST
NO
M/D MOISTURE
TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pcO (% max)
328
329
330
Center Line, North Limits
Driveway to Bay 5, at grade 1 12.3
Driveway to Bay 6, at grade 1 13.4
Center Line, Bay 6
80' S of N drive center line 1 13.4
Test results on this report meet project specification.
111.9 96
114.1 98
113.5 97
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
(I) The Beck Group
~ Eng~nc.
Eugene Harbour
Vice President
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page 1 of 1
REPORT OF DAILY FaELD OBSERVATION
.8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
12/30/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9835089
Project No.: 43-2333-98
Report Date
01/14/1999
Project:
GTE Shared Services
Coppell Road & Corporate Drive
CoPpell, Texas
Services: Daily field observation.
On this date, an HBC Engineering technician arrived at the above
jobsite as scheduled for observation of daily field activities.
was observed and/or inspected.
referenced
The following
Paving subgrade was monitored as requested. The condition of the
subgrade was still some what wet from previous rains. Contractor
was drying out wet spots.
Technician Time: 6:30 am to 12:00 pm
Technician: Mike Odom
Report Distribution:
( I ) The Beck Group
(I) Gromatzky Dupree & Assoc.
(!) Brockette Davis Drake, Inc.
(1) The Beck Group
( I ) The Beck Group
H~En '
Eugd~L~F[arbour
Vice President
This report is exclusively for the use 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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