Bank One-LR030909REPORT OF REINFORCING STEEL OBSERVATION 'lrerracon
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
09/09/03
17776
Bank One Texas NA
8111 Preston Suite 250
Dallas, TX 75225
Report No.:
Project No.:
Project:
94031289.0036
94O31289
Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Services:
Drawings Utilized:
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
S2.01 amd S3.01, dated 06/06/03
Locations/Items Observed: Condenser Pad, Grade Beam, Slab-on-Grade and Pier Cap D/4.1
Test Method:
Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT iTEMS OBSERVED CORRECT INCORRECT
Placing Drawings Approved X Length and Shape X Column Tie Spacing & Type
Discrepancies/Comments: The discrepancies noted on Reinforcing Steel Observation Report #94031289.0035, dated
09/09/03 (earlier in the day) had been corrected. Any additional discrepancies found
were corrected at the time of this observation unless otherwise noted.
Field Results Report To:
Technician: M. Whyman
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
30911w
'irerracon
se~Q.. A/~
Hus busaad, P. E.
Senior Project Manager
This r epo*l is exclusively for the use of the clJerl[ indicated above and sha~ not be reproduced without written approval of HBC~erracon
FIELD DENSITY TESTING
Report Number: 94031289.0030
Service Date: September 4, 2003
'lrerracan
890t Carpenter FFN¥, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: September 09, 2003
Project: Bank One - Coppeli TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Material Laboratory
No, Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max, Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pc0 (%) (% compaction)
1. 312890001 ASTM D 698 Tan & gray silty shaley clay w/sand
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
10" PVC Storm Line
31 20' NE of SW inlet box
32 40' NE of SW inlet box
33 Retest of #31, dated 09/04/03
Datum: BEG = Below existing grade
15.3 107.5 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
1.5' BEG 1 6 23.7 * 90.4 84 *
Final 1 6 17.8 104.7 97
1 6 18.3 104.3 97
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
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: 31787
Technician: Roy T. Montgomery
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City or Coppell TX
Reviewed by:
Senior Project Manager
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 shaJl not be reproduced except in full without the written approval of Terracon. 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
Page 1 of 1
REPORT OF REINFORCING STEEL OBSERVATION lrerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No,;
Client:
09/09/03
17776
Bank One Texas NA
811 l Preston Suite 250
Dallas, TX 75225
Report No.:
Project No.:
Project:
94031289.0035
94031289
Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Services:
Drawings Utilized:
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Structural
Locations/Items Observed: Condenser Pad, SE comer of building, Grade Beam and Pier Cap at line D/4.1
Test Method:
Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT iTEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Number et Bars X Proper C .... X Lapped Sp[i¢ss X
Discrepancies/Comments: Discrepancies noted at the time of this obserwttion were reviewed with Kenny, the
general contractor's representative, so the repairs would be completed prior to the
reobservation to be performed prior to the concrete placement.
Field Results Report To:
Technician: R. Walker
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
30911w
'lrerracan
Hussein H. Abusaad, P. E.
Senior Project Manager
This reporl is exclusively for the use of the client indicated above and shall not be reproduced wlthOul written approval of HBC,Terracon
REPORT OF REINFORCING STEEL OBSERVATION ']rerfar'on
Date of Service: 09/09/03 Report No.:
Client No.: 17776 Project No.:
Client: Bank One Te×as NA Project:
8111 Preston Suite 250
Dallas, TX 75225
94031289.0038
94031289
Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Services: Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Drawings Utilized: Structural, Sheet S2.01, Detail #l; and Sheet S.3.0 l, Details #l l, #12 and #13, dated
06/06/03.
Locations/Items Observed: Floor Slab at lines A.3-E, 1 to 8
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings Approved X Length and Shape X Column Tie Spacing & Type X
Bar Size X Proper Placemenl X Stirrup Spacing & Type X
Bar Grade X Properly Tied X
Rebar Clean X Dowel 8ars in Place X Welded Splices
Form Clean X Proper Supporis X Meclnanlca[ Spllces
Number of Bars Proper Cover X Lapped Splices X
Discrepancies/Comments: Any discrepancies found were con'ected at the time of this observation unless otherwise
noted.
Field Results Report To:
Technician: R. Montgomery
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
30911w
lFerracun
Hussein .~Abusaad, P. E.
Senior Project Manager
This repor~ is exclusively Ior the usa el the client indicated above and shall not be reproduced without written approval of HBC/Ferracon