Gateway BP(3.1)-LR070920
Rone Engineering
.
Client:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 298445
Project No.: 0712786
Date of Service: 09/12/2007
Report Date: 09/20/2007
Project: Gateway Business Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
Contractor: Constructors & Associates
Concrete Supplier: LMC
Plant: LMC
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3% - 6%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design 1.0.: 1551
Placement Date: 09/12/2007
Weather Conditions: Cloudy, calm
Time Sampled: 02:05pm Batch time: 01:13pm
Temperature - Air: 850F Concrete: 920F
Truck No: 7025 Ticket No: 179325
Air Content: 4.2% Unit Weight (pcf): NA
Overall Placement Location:
10' curb inlet, Station 7+00.9, LN A-2
Measured
Slump
(inches)
4.75
Sample Location:
Station 7+00.9 LN A-2
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in') (Ibs) (psi) Type
1 1 09/19/2007 7 6.00 28.27 91,660 3,240 Cone/Split
1 2 09/26/2007 14
3 10/10/2007 28
4 11/07/2007 56
Remarks: Water added at site: 5 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(fM/JB) Page 1 of 2
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630.9745
Client:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Structural Steel Re-Inspection
Report No.: 606839
Project No.: 0712786
Date of Service: 09/17/2007
Report Date: 09/20/2007
Project: Gateway Business Center
Coppell, Texas
Services: Structural Steel Re-Inspection
Report of Re-Inspection
C 0 lu m n Bas e P la te s
L 0 c a tio n: Build in 9 2, c.o lu m n an c h 0 r bolt te n s io n re -in s pee tio n, p a rtia I in s pee tio n
fro m re port # 6 06823, date d 09/1 2/07.
Non Cod e
Compliant Compliant AWS D 1 .1 A IS C Jeb Specs
Anchor Belt Tension Verificatien x x x
Greuted Bas e P la te s x x x
C .0 m men ts C .0 lu m n s with 91707 A B G 0 K w ritte n .0 n th e ce lu m n s are com p Iia n t. A II
ethers require re-work with re-inspectien.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control: Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(LB/JB) Page 1 of 4
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Structural Steel Re-Inspection
Report No.: 606839
Project No.: 0712786
Date of Service: 09/17/2007
Report Date: 09/20/2007
Project: Gateway Business Center
Coppell, Texas
Services: Structural Steel Re-Inspection
Structural Fram ing
Location:
Buildling 2, 2nd floor framing, partial bolt tension re-inspection from report #606823, dated
09/12/07, grid lines 1.17/A.E.
Non Code
Com pliant Com pliant AWS 01.1 AISC Job Specs
Bolt Tension Verification: Beam to Beam x x x
Bolt Tension Verification: Beam to Colum n x x x
Bolt Tension Verification: Girder to Column
Weld Profile
WQT's Structural
Visual Touch-Up Paint Verification
Com m ents: Partial inspection perform ed, rem ainder to be inspected at a later date.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(LB/JB) Page 2 of 4
Rone Engineering
.
Client:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Project: Gateway Business Center
Cappell, Texas
Services: Structural Steel Re-Inspection
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Structural Steel Re-Inspection
Report No.: 606839
Project No.: 0712786
Date of Service: 09/17/2007
Report Date: 09/20/2007
Location:
She e 1 Dee k A Ita c h men 1 10 S lru c tu ra IF ra m In 9
2nd floor,deck re-Inspection,grid lines t-6/A-E,bulldlng 2,weld and Nelson slud inspection,
Ilem 2(blfrom reporl#606796.daled 09/05/07.
Non C ode
C om plianl C o m P Ii ant AW S D t .3 S D I Job Specs
V Isua I V e rlflca lio n P u d d Ie Weld s x X X X
V Is u a I V e r I fl c a ti 0 n Pow d erA c tu a Ie d
V Is u a I V e rifle a lio n Pneumalic
V Is u a I Veri fl c a Ii 0 n Tek Sere w s at Sid e
Lao S
SheetDeck M e c h a n I cally Fastened with
Self Tap pin 9 Sere w s x x x
S id e Lap s M echanicallv C rim ped
S he e t 0 e c k In te rlo r A lIa c h men I P a lie rn X X X X
S he e t D e c k P erim eler AlIachm en I P a tIe rn x x x x
N e Is 0 n S lu d Verification X X X X
W Q T's She e I S Ie e I
Commenls:ltem 2(b)ls cleared from the above referenced report.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(LB/JB) Page 3 of 4
Rone Engineering
.
Client: Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 296270
Project No.: 0712786
Date of Service: 08/21/2007
Report Date: 09/20/2007
Project: Gateway Business Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Constructors & Associates
Concrete Supplier: Redi Mix
Plant: 88
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 3% - 5%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Batch time: 03:01 am
Concrete: 830F
Ticket No: 88053366
Unit Weight (pet): NA
Measured
Slump
(inches)
6.0
Mix Design I.D.: 23601524
Placement Date: 08/21/2007
Weather Conditions: Clear
Time Sampled: 04:00am
Temperature - Air: 750F
Truck No: 1310
Air Content: 5.0%
Overall Placement Location:
Paving, north 34 degrees, 23', 31" west to 42 degrees, 29' 8" west, pg C2.01 grading
plan south
Sample Location:
Same as above
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in2) (Ibs) (psi) Type
1 1 08/24/2007 3 6.00 28.27 65,640 2,320 Unbonded Cap
2 08/28/2007 7 6.00 28.27 81,110 2,870 Unbonded Cap
1 3 09/18/2007 28 6.00 28.27 104,550 3,700 Shear
1 4 09/18/2007 28 6.00 28.27 107,250 3,790 Cone/Split
Average 3,750
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(DMlLB) Page 1 of 5
Rone Engineering
.
Client:
Transwestern Commercial SeNices
5001 Spring Valley
Dallas, TX 75244
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 296270
Project No.: 0712786
Date of Service: 08/21/2007
Report Date: 09/20/2007
Project: Gateway Business Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Constructors & Associates
Concrete Supplier: Redi Mix
Plant: 88
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 3% - 5%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Batch time: 04:16am
Concrete: 870F
Ticket No: 88053374
Unit Weight (pet): NA
Measured
Slump
(inches)
5.5
Mix Design I.D.: 23601524
Placement Date: 08/21/2007
Weather Conditions: Clear
Time Sampled: 05:00am
Temperature - Air: 790F
Truck No: 1219
Air Content: 5.3%
Overall Placement Location:
Paving, north 34 degrees, 23', 31" west to 42 degrees, 29' 8" west, pg C2.01 grading
plan south
Sample Location:
Same as above
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in2) (Ibs) (psi) Type
2 1 08/24/2007 3 6.00 28.27 67,270 2,380 Unbonded Cap
2 2 08/28/2007 7 6.00 28.27 81,360 2,880 Unbonded Cap
2 3 09/18/2007 28 6.00 28.27 106,860 3,780 Cone/Split
2 4 09/18/2007 28 6.00 28.27 115,620 4,090 Cone/Split
Average 3,930
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(DM/LB) Page 2 of 5
Rone Engineering
.
Client:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 296270
Project No.: 0712786
Date of Service: 08/21/2007
Report Date: 09/20/2007
Project: Gateway Business Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Constructors & Associates
Concrete Supplier: Redi Mix
Plant: 88
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 3% - 5%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1 064
ASTM C-138
ASTM C-39
Batch time: 05:23am
Concrete: 870F
Ticket No: 88053382
Unit Weight (pet): NA
Measured
Slump
(inches)
5.0
Mix Design 1.0.: 23601524
Placement Date: 08/21/2007
Weather Conditions: Clear
Time Sampled: 06:00am
Temperature - Air: 780F
Truck No: 1260
Air Content: 5.0%
Overall Placement Location:
Paving, north 34 degrees, 23', 31" west to 42 degrees, 29' 8" west, pg C2.01 grading
plan south
Sample Location:
Same as above
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in') (Ibs) (psi) Type
3 1 08/24/2007 3 6.00 28.27 72,660 2,570 Unbonded Cap
3 2 08/28/2007 7 6.00 28.27 88,830 3,140 Unbonded Cap
3 3 09/18/2007 28 6.00 28.27 116,360 4,120 Cone/Split
3 4 09/18/2007 28 6.00 28.27 111,750 3,950 Cone/Split
Average 4,030
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance. etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(DMILB) Page 3 of 5
Rone Engineering
.
Client:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 296270
Project No.: 0712786
Date of Service: 08/21/2007
Report Date: 09/20/2007
Project: Gateway Business Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Constructors & Associates
Concrete Supplier: Redi Mix
Plant: 88
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 3% - 5%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Batch time: 09:48am
Concrete: 900F
Ticket No: 88053415
Unit Weight (pct): NA
Measured
Slump
(inches)
5.5
Mix Design 1.0.: 23601524
Placement Date: 08/21/2007
Weather Conditions: Clear
Time Sampled: 1 0:40am
Temperature - Air: 810F
Truck No: 1342
Air Content: 5.3%
Overall Placement Location:
Paving, north 34 degrees, 23', 31" west to 42 degrees, 29' 8" west, pg C2.01 grading
plan south
Sample Location:
Same as above
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in2) (Ibs) (psi) Type
4 1 08/24/2007 3 6.00 28.27 71,250 2,520 Unbonded Cap
4 2 08/28/2007 7 6.00 28.27 89,920 3,180 Unbonded Cap
4 3 09/18/2007 ~8 6.00 28.27 114,810 4,060 Cone/Split
4 4 09/18/2007 28 6.00 28.27 108,750 3,850 Cone/Split
Average 3,950
Remarks: Water added at site: 15 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(DM/LS) Page 4 of 5