Gateway BP(2.5)-LR140130. L= FFF
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
Client: Duke Realty
Report No.: 466379
14241 Dallas Parkway
Project No.: 1318601
Dallas, TX 75254
01/21/2014
Specification Requirements
Date of Service: 01/21/2014
Strength:
Report Date: 01/30/2014
Project: BMSC - Naterra
5" - 7"
1250 S. Freeport Parkway
N/A
Coppell, Texas
ASTM C -172
Services: Obtain samples of fresh concrete at the placement
locations, perform required testing, cast compressive strength samples and bring
PROJECT DATA
Contractor:
80K11521
Concrete Supplier:
Redi Mix
Plant:
01/21/2014
Specification Requirements
Slump
Strength:
3,500 psi @ 28 days
Slump (in.):
5" - 7"
Air ( %):
N/A
Test Method:
ASTM C -172
40 °F
ASTM C -31 (except 10.1.2)
ASTM C -143
1191
ASTM C -231
ASTM C -1064
NA
ASTM C -138
ASTM C -1231
Mix Design I.D.:
80K11521
Cylinder Maximum
Measured
Placement Date:
01/21/2014
Set No. Tested (days) (in) (in 2) (lbs)
Slump
Weather Conditions: Clear
3,730 Type 6
(inches)
Time Sampled:
02:00pm
Batch time: 12:51 pm
5.5
Temperature - Air:
40 °F
Concrete: 48 °F
Truck No:
1191
Ticket No: 25790415
Air Content:
NA
Unit Weight (pcf): NA
Overall Placement Location:
Pier numbers 309, 310, 311,
313, 316, and 317
Sample Location:
#317
N=110]:i9101a9 *1K
Concrete Compressive Cylinder 6" x 12"
28
Cylinder Maximum
Compressive
Marked Date Age Diameter Area Load
Strength Fracture
Set No. Tested (days) (in) (in 2) (lbs)
(psi) Type
1 1 01/28/2014 7 6.00 28.27 105,360
3,730 Type 6
2 02/18/2014
28
3 02/18/2014
28
4 03/18/2014
56
FIXI X11 r :::I R I d .:l 17-1
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
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.
(S B/S W)
Page 1 of 2
n e Engineering 8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
NII��N Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Client: Duke Realty Report No.: 466379
14241 Dallas Parkway Project No.: 1318601
Dallas, TX 75254
Date of Service: 01/21/2014
Report Date: 01/30/2014
Project: BMSC - Naterra
1250 S. Freeport Parkway
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
Report Distribution:
Orig: Duke Realty (Dallas, TX) Attn: Mr. Brian Pierce
(1 -ec copy)
1 -ec Rone Engineering Project Managers
Attn: Mr. Scott Watson, CET
1 -ec Duke Realty Attn: Mr. Rob VanDame
1 -ec Engineering Analyst Attn: Mr. Steve Burns
1 -ec BMSC Naterra Attn: Mr. Ralph Novak
1 -ec Beauty Manufacturing Solutions Corp.
Attn: Mr. Ralph Novak
1 -ec Redi -Mix Concrete Attn: Redi Mix
1 -ec AECC, Inc. Attn: Attn: Wesley White
1 -ec Duke Realty Attn: Mr. Rob VanDame
1 -ec Duke Realty Attn: Mr. Bruce Dillon
Technician: Rick Smith Rone Engineering
K. Scott Watson, CET
Project Manager
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.
(S B/S W)
Page 2 of 2