Park West CC(02-2)-LR051125F~I ~: I~: t-~ I I=' I'-I I:~ I I--I t~: I~: I~i I1--1 I--'~
gEOTECHNICAL AND G J~J I"--I L.J ~
ENViRONI~IENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Park West Commerce Center
Beltline Road and Airline Road
Coppell, Texas
PO #5126-0103P
REPORTED TO: Cadence McShane Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Paret
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 153
REG PROJECT NO. 12468
SAMPLE DATE: 11-18-05
TECHNICIAN: D. Balderas
PAGE: I of 1
Location of Sample
Set Number I Location
1 Paving: 75'N, 38'W of SW corner of Bldg. A
I
Quantity Represented
40/80
Design Information
Source of Concrete I Mix Identification I Specified Strength p.s.i.
TXI 8205 4000
Test Results
Set Cylinder Age @ Total Load Compressive Average
N . I ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
~ 6107 11-25-05 7 93620 3310
6107 12-16-05 28
6107 12-16-05 28
6107 Hold H
Cylinder Data
Set Cylinder
No. I ID
1 6107
Time of Concrete Air Ticket
Slump Sample Air Temp. Temp. Entrainment Number
5.75 4:12AM 46 66 5.4 158240
Mail
Distribution: (1) Cadence McShane Corporation/
Mr. Bobby Parer
(1) Commerce Construction Co., LP/
Mr. Rick Wyly
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppeil/Mr. Lee Stone
(1) Northwestern Investment Mgmt./
Mr. Ernest Willmore
(1) Stewart Consulting Associates/
Mr. Mike Smith
Submitted by:
REED ENGINEERING GROUP, LTD.
Odg[nal Signed By
Arthur Etherly, ill
Manager, CMT
AE/Inc
2424STUTZ DR. * SUITE400 · DALLAS, TX75235 * TELl214]3505600 o FAX [214] 3500019
ENVIRONP1ENTAL CONSULTANTS
CONCRETE CY LIN D E R T~.~j~~
~e_nter,
-Iffr/fh-"~-I~ad and Airline Road
Coppell, Texas
PO #5126-0103P
Corporation REPORT NO. 130
REPORTED TO: Cadence McShane
14860 Montfort Drive, Suite t~. '/ REG PROJECT NO. 12468
Dallas, Texas 75254 SAMPLE DATE: 10-28-05
A']TN: Mr. Bobby Paret~//~GE: 1 of2TECHNIClAN: F. Gomez
CONTRACTOR: Cadence McShane Corporation
Location of Sample
Set Number J Location
1
2
3
4
5
6
7
8
J Quantit7 Represented
Paving: 5'N, 50'W of NW corner of Bldg. A 30/840
Paving: 30'S, 45'W of NW corner of Bldg. A 140/840
Paving: 50'S, 65'W of NW corner of Bldg. A 270/840
Paving: 70'S, 80'W of NW corner of Bldg. A 360/840
Paving: 90'S, 60'W of NW corner of Bldg. A 450/840
Paving: 150'S, 70'W of NW corner of Bldg. A 570/840
Paving: 190'S, 80'W of NW corner of Bldg. A 640/840
Paving: 215'S, 65'W of NW corner of Bldg. A 768/840
Design Information
Source of Concrete
Osburn
Mix Identification
Specified Strength p.s.i.
40A55
4000
Test Results
Set Cylinder Age @
N1o- I ID Date Tested Test
5495 11-04-05 7
5495 11-25-05 28
5495 11-25-05 28
5495 Hold H
2 5496 11-04-05 7
5496 11-25-05 28
5498 11-25-05 28
5496 Hold H
Total Load Compressive Average
lbs. Strength p.s.i. Strenj~h-I~.
81190 2870 ~
122980 4350
122170 4320
78850 2790
123230 4360
117230 4150 4260
3 5497 11-04-05 7 96810 3430
5497 11-25-05 28 131120 4640
5497 11-25-05 28 120910 4280
5497 Hold H
4 5498 11-04-05 7 88520 3130
5498 11-25-05 28 131760 4660
5498 11-25-05 28 119000 4210
5498 Hold H
4460
444O
2424STUTZ DR. · SUITE400 · DALLAS, TX75235 · TEL[214] 3505600" ~^X [2141350 0019
REPORT NO. 130
REG PROJECT NO. 12468
SAMPLE DATE: 10-28-05
PAGE: 2 of 2
Test Results
Set CylinderI I Age~ [ Total Load Compressive
No. ID Date Te-~ted Test lbs. Strength p.s.i.
5 5499 11-04-05 7 93320 3300
5499 11-25-05 28 131680 4660
5499 11-25-05 28 126880 4490
5499 Hold H
Average
Strength p.s.i.
6 5500 11-04-05 7 87480 3100
5500 11-25-05 28 130330 4610
5500 11-25-05 28 126640 4480
5500 Hold H
7 5501 11-04-05 7 91660 3240
5501 11-25-05 28 134310 4750
5501 11-25-05 28 138620 4910
5501 Hold H
8 5502 11-04-05 7 101400 3590
5502 11-25-05 28 131070 4640
5502 11-25-05 28 135750 4800
5502 Hold H
458O
455O
4830
4720
;¥1inder Data
Set Cylinder Time of Concrete Air Ticket
No. D Slump Sample Air Temp. Temp. Entrainment Number
1 5495 7.00 3:15AM 48 69 2.5 12505
2 5496 7.25 4:25AM 49 70 2.8 12506
3 5497 5.25 5:19AM 49 70 3.1 12507
4 5498 5.25 6:13AM 52 73 3.1 12508
5 5499 5.50 7:15AM 54 70 3.2 12509
6 5500 5.25 8:07AM 55 73 3.1 12510
7 5501 5.50 9:20AM 62 76 3.2 12511
8 5502 5.25 10:31AM 68 78 3.2 12512
Mail
Distribution: (1) Cadence McShane Corporation/
Mr. Bobby Paret
(1) Commerce Construction Co., LP/
Mr. Rick Wyly
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) Northwestern Investment Mgmt./
Mr. Ernest Willmore
(1) Stewart Consulting Associates/
Mr. Mike Smith
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Arthur Etherly, III
Manager, CMT
AE/Inc