Amberpoint BP 2R-LR060404REPORT OF REINFORCING STEEL OBSERVATION ~r~rr~con
Consulting Engineers & Scientists
8901 Carpenter Fnvy Suite #100
Dallas, Texas 75247
(2141630-1010
Date of Service
04/04/06
X0854
Report No 94051418 0332
Client No
Client:
Services
Drawings Utilized
Project No 94051418
Transwestem Commercial Services Project: AmberPomt Business Park
5001 Sprang Valley Rd Ste 600 W Buildings 4, 5 and 6
Dallas, TX 75244 505 South Royal Lane
Coppell, TX
Observe placement of reinforcing for compliance with furnished drawings.
ct~tl clot
PROJECT DATA
Locations/Items Observed Pavement, Fire Lane & Parking, N of Building #4
Test Method Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORREC7 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 Placement X Stirrup Spacing & Type
Bar Grade X Properly Tied X Welded Splices
Rebar Clean X Dowel Bars in Place ~' Mechanical Splices
Trash & Debris Removed X Proper Bar Supports X Lappetl Splices X
Number of Bars X Proper CoverlClearance X
Discrepancies/Comments Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
Field Results Report To
Technician• B Cuble
Report Distribution:
(1) Transwestern Commercial Services (1) Rogers O'Brien Construction Co
(1) City of Coppell TX (1) O'Brien & Assoc /, I'~(j ~
(1) City of Coppell TX (1) TechniStructures ~ /~,~>~~/~/
Hussein H. Abusaad, P.E
Senior Project Manager
309acs This report is exclusively for the use of the client indicated above and shall not be reproduced without written approval of Terracon.
FIELD DENSITY TESTING
Re ort Number 94051418 0301
l~~rracon
Service Date March 16, 2006 8901 Carpenter Frwy, ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date April 04, 2006
Transwestern Commercial Services Project: AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Valley Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No • 94051418
Material Information
Material Laboratory
No Test Method
1 514180288 ASTM D 698
Field Test Data
Test
Lab Test Data Protect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
Description and Classification (%) (pcf) (%) (°~ compaction)
Light brown sandy clay (lime treated) 24 9 95 1 -1/+2 95
No Test Location
Building #6
610 25' N & 45' W of SE corner
611 75'N&50'WofSEcorner
612 25' N & 150' W of SE corner
613 70'N&160'WofSEcorner
614 70' N & 275' W of SE corner
615 25' N & 250' W of SE corner
616 65' E & 25' N of SW corner
617 85'E&70'NofSWcorner
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elev No (inches) (%) (pcf) (°k compaction)
FG 1 6 26 0 90 4 95
FG 1 6 24 6 91 0 96
FG 1 6 25 7 91 5 96
FG 1 6 24 2 90 7 95
FG 1 6 23 9 91 8 97
FG 1 6 25.2 90 0 95
FG 1 6 23 9 91 5 96
FG 1 6 23 9 90 9 96
Datum. FG =final grade
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 MethodASTM D2922, ASTM D3017
Technician Francisco Morillo
Field Results Reported To Superintendent
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures ~ t~jQ /
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by' ~~%
(1) City of Coppell TX ='
~~) O'Brien ~ Assoc Hussein H. Abusaad, P.E.
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 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.
Page 1 of 1 uacowam.~N~~a Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0170
Service Date February 6, 2006
lf~rr~con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date:April 04, 2006
Transwestern Commercial Services Project AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Valley Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No • 94051418
Material Information
Specified Strength 3600 psi @ 28 Days
Batch Time 3 28pm
Supplier Lattimore
Truck No 966
Mix I D No 1851
Plant. 3
Field Test Data
Ticket No 3208523
Test Result
Slump, inches 3.25
Air Content, % 4 5
Concrete Temperature,o F 63
Ambient Temperature,o F 56
Plastic Unit Weight, pcf~ 152 8
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6 00 28 27
1 2 6 00
1 3 6 00
1 4 6 00
Comments•
28 27
28.27
28.27
Sample Information
Date Cast February 6, 2006 Time 4 36pm
Technician Daniel J Drogos
Weather Conditions Windy, cool
Accumulative Yards 4
Placement Method Direct Discharge
Sample Locations See Comments
Placement Location Storm Drains between Building Pad #5 &
Shady Trail Rd
Specification Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
02/13/2006 7 137,270 4,850
03/06/2006 28 174,950 6,190
03/06/2006 28 171,510 6,070
Average (28 Days) 6,130
04/03/2006 56 198,580 7,020
NOTE Sample Location Inlets, Sta 9+39 72 Line C1 & Sta 0+28 90 Line C2
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Technician Daniel J Drogos
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures r/ ~~
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by' \ /~j~"
(1) City of Coppell TX
(1) O'Brien & Assoc Hussein H Abusaad, P E.
Senior Project Manager
The tests were pertormed 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.
Page 1 of 1 Ot-4CSR0'-Fdure key