Amberpoint BP 2R-LR060113Date of Service: 01/]3/015 ~ / Report No.:
50854 / Project No.:
Client
No.:
Client: Transwest e .~,~ommer. ci_al Services Project:
5001 Spri~Valley Rd Ste 600 W
Dallas, TX 75244
Services:
Drawings Utilized:
94051418.0072
94051418
AmberPoim Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
City Spec used, Page #22.9, Standard Detail, dated 07/05/05
Locations/Items Observed: Pavement, Fire Lane and Parking Lot Reinforcinlg Concrete
REPORT OF OBSERVATION '~0'
IT ENI~ OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drewngs Approved X Bar Length end Shape X Column Tie Spacing & Type
Bar Size X Proper Bar Placement X Stirrup Spacing & Type
Bar Grade X Propedy Tied X Welded Splices
Rebar Clean X Dowel Bars in Place X Mechanical Splices
Trash & Debris Removed X Proper Bar SUppOrLS X Lapped Splices X
Number of Ears X proper Cover/Clear~nce X
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
Field Results Report To:
Technician: K. ~ksu
Report Distribution:
(1) Transwestem Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
309acs
X (1) Rogers O'Brien Construction Co (1) O'Brien & Assoc
(1) TechniStructures
~usaad, P.E.
Senior Project Manager
This reporl is exclusively for Ihe use of the client mdlcaled above and shall not be reproduced without written approval of TerraceD.
·
EXE
SIGN
Il:z;
I A2.204
/
L. x 12' H.
---/ SCREEN WALL
24' WIDE FIRE LANE
OTFF~T~-BqTFFIq~FIqTFFO~
REPORT OF SOIL-LIME MIXTURE PULVERIZATION
'lrerracon
8901 Carpenter Frwy., Suite #100
Dallasr Texas 75247
Date of Service:
Client No.:
Client:
Contractor:
Test Location:
0]/]3/06 Report No.:
50854 ~ Project No.:
Tran~,Ipe~m Commer_c!al Services Prolect:
500~ Spring Valley Rd Ste 600 W
Dallas, TX 75244
Rogers-O'Brien Construction
Building Pad #4
420' S of NW co~/~ Minimum Passing #4 Sieve: 60%
Sample Condition: Field Dry
Test Method: NTCOG
94051418.0067
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
tion Requirements:
Minimum Passing 1-3/4" Sieve: 100%
1-314"' SIEVE #4 SIEVE
TEST LOCATION % PASSING % PASSING
NO.
NW corner of Building #4
1 400' S & 50'E 100 61
2 465' S & 100' E 100 60
3 490' S & 150'E 100 62
4 440' S & 200' E 100 61
5 465' S & 250' E 100 60
6 490' S & 300' E 100 63
7 440' S & 350' E 100 60
8 465' S & 400' E 100 64
9 490' S & 450' E 100 60
10 440' S & 500'E 100 68
Comments:
Technician: D. Drogos
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
309
(1) Rogers O'Brien Construction Co
(1) O'Brien & Assoc
(1) TechniStructures
Hussein H. Abusaad, P.E.
Senior Project Manager
Tbis report is exclusively for tile ~se of the client ii~dicated above and shall not be reproducefft in ~11 without written approval of Terracon.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0041
Service Date: January 5, 2006
rerfacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:January 13, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4200 psi @ 28 Days
Batch Time: 3:53pm
Supplier: Lattimore
Truck No: 956
Mix I.D. No.: 1851
Plant: 7
Ticket No: 7159865
4 Gallons
Water Added Onsite After Test:
Field Test Data
Test Result
Slump, inches: 3.00
Air Content, %: 3.6
Concrete Temperature,° F: 64
Ambient Temperature, o F: 60
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28,27
3
4
Sample Information
sample Time: 4:45pm Date Cast: January 5, 2006
Technician: Terry Smith InspFFesting
Weather Conditions:
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations:
Placement Location: Wall for drainage NE corner of pond
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/12/2006 7 1291240 4,570
01/12/2006 7 1321760 4,690
Average 4,630
02/02/2006 28
02/02/2006 28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations,
strength samples.
Technician: Terry Smith Insp/Testing
quiied field tests and cast compressive
Report Distribution:
(1) Transwestern Commercial Services (1) O'Brien & Assoc ~
(1) City of Coppell TX (1) TechniStrucfures Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad, P.E.
(1) Rogers O*Brien Construction co 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 apperently similar or identical
materials.