Coppell Ind 2-LR130223
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 170
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
02-15-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
C. Winchester
PAGE:
1 of 3
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Paving: 80’S, 140’E from SE building corner 20/850
2 Paving: 35’S, 130’E from SE building corner 120/850
3 Paving: 78’S, 200’E from SE building corner 220/850
4 Paving: 30’S, 180’E from SE building corner 330/850
5 Paving: 10’N, 135’E from SE building corner 420/850
6 Paving: 55’N, 230’E from SE building corner 520/850
7 Paving: 160’N, 220’E from SE building corner 620/850
8 Paving: 65’N, 135’E from SE building corner 720/850
9 Paving: 210’N, 150’E from SE building corner 810/850
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter 7752 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 4570 02-22-13 7 100310 3550
4570 03-15-13 28
4570 03-15-13 28
4570 Hold H
2 4571 02-22-13 7 126870 4490
4571 03-15-13 28
4571 03-15-13 28
4571 Hold H
3 4572 02-22-13 7 117980 4180
4572 03-15-13 28
4572 03-15-13 28
4572 Hold H
4 4573 02-22-13 7 124150 4390
4573 03-15-13 28
4573 03-15-13 28
4573 Hold H
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 170
REG PROJECT NO. 18520
SAMPLE DATE: 02-15-13
PAGE: 2 of 3
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
5 4574 02-22-13 7 96070 3400
4574 03-15-13 28
4574 03-15-13 28
4574 Hold H
6 4575 02-22-13 7 117920 4170
4575 03-15-13 28
4575 03-15-13 28
4575 Hold H
7 4576 02-22-13 7 113490 4020
4576 03-15-13 28
4576 03-15-13 28
4576 Hold H
8 4577 02-22-13 7 126860 4490
4577 03-15-13 28
4577 03-15-13 28
4577 Hold H
9 4578 02-22-13 7 120620 4270
4578 03-15-13 28
4578 03-15-13 28
4578 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 4570 5.5 4:25 AM 52 63 5.1 151.2 31041
2 4571 5.25 5:10 AM 50 63 4.9 151.2 31051
3 4572 5.0 6:10 AM 49 63 4.9 140.6 31061
4 4573 6.0 7:10 AM 48 62 4.8 149.6 31072
5 4574 5.75 8:15 AM 47 62 4.8 150.2 31081
6 4575 4.75 9:55 AM 46 62 4.8 152.0 31091
7 4576 5.5 10:50 AM 46 62 4.9 150.6 31101
8 4577 4.5 12:00 PM 47 62 4.9 152.0 31111
9 4578 5.0 1:05 PM 44 61 5.0 150.6 31120
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
REPORT NO. 170
REG PROJECT NO. 18520
SAMPLE DATE: 02-15-13
PAGE: 3 of 3
Submitted by:
E-Mail
Distribution:
(1) Hillwood/Mr. Kerry Roetzel
REED ENGINEERING GROUP, LTD.
(1) Hillwood Construction Services/
Registration Number F-3114
Mr. Gary Jones
(1) Halff Associates/
Mr. Stephen Crawford
(1) Halff Associates/Mr. Lance Clinton
(1) Macgregor Associates/
Bill Woolwine
Mr. Thomas Holland
Sr. Manager, CMT
(1) Macgregor Associates/
BW/cn
Mr. Lee Rader
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Michael Arellano
(1) City of Coppell/Mr. Rick O’Dell
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 172
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
02-16-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
J. Watson
PAGE:
1 of 3
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Paving: 285’N, 264’E from SE building corner 40/900
2 Paving: 381’N, 231’E from SE building corner 110/900
3 Paving: 444’N, 251’E from SE building corner 230/900
4 Paving: 337’N, 148’E from SE building corner 340/900
5 Paving: 397’N, 168’E from SE building corner 410/900
6 Paving: 450’N, 200’E from SE building corner 510/900
7 Paving: 537’N, 260’E from SE building corner 620/900
8 Paving: 490’N, 145’E from SE building corner 710/900
9 Paving: 573’N, 190’E from SE building corner 810/900
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter Ready Mix 7752 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 4602 02-23-13 7 108490 3840
4602 03-16-13 28
4602 03-16-13 28
4602 Hold H
2 4603 02-23-13 7 108000 3820
4603 03-16-13 28
4603 03-16-13 28
4603 Hold H
3 4604 02-23-13 7 148440 5250
4604 03-16-13 28
4604 03-16-13 28
4604 Hold H
4 4605 02-23-13 7 96920 3430
4605 03-16-13 28
4605 03-16-13 28
4605 Hold H
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 172
REG PROJECT NO. 18520
SAMPLE DATE: 02-16-13
PAGE: 2 of 3
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
5 4606 02-23-13 7 122460 4330
4606 03-16-13 28
4606 03-16-13 28
4606 Hold H
6 4607 02-23-13 7 95250 3370
4607 03-16-13 28
4607 03-16-13 28
4607 Hold H
7 4608 02-23-13 7 118370 4190
4608 03-16-13 28
4608 03-16-13 28
4608 Hold H
8 4609 02-23-13 7 124510 4410
4609 03-16-13 28
4609 03-16-13 28
4609 Hold H
9 4610 02-23-13 7 147620 5220
4610 03-16-13 28
4610 03-16-13 28
4610 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 4602 6.5 4:44 AM 33 52 5.5 142.4 31130
2 4603 6.0 5:25 AM 33 49 6.5 141.2 31137
3 4604 6.0 6:43 AM 33 55 5.0 144.0 31149
4 4605 5.5 7:39 AM 39 54 5.0 141.2 31160
5 4606 4.5 8:21 AM 45 54 5.0 142.8 31167
6 4607 5.0 9:25 AM 61 55 5.0 145.6 31177
7 4608 5.0 11:23 AM 65 59 6.0 144.4 31188
8 4609 5.5 12:28 PM 65 64 5.0 145.6 31199
9 4610 6.5 1:21 PM 64 66 4.0 146.0 31209
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
REPORT NO. 172
REG PROJECT NO. 18520
SAMPLE DATE: 02-16-13
PAGE: 3 of 3
Submitted by:
E-Mail
Distribution:
(1) Hillwood/Mr. Kerry Roetzel
REED ENGINEERING GROUP, LTD.
(1) Hillwood Construction Services/
Registration Number F-3114
Mr. Gary Jones
(1) Halff Associates/
Mr. Stephen Crawford
(1) Halff Associates/Mr. Lance Clinton
(1) Macgregor Associates/
Bill Woolwine
Mr. Thomas Holland
Sr. Manager, CMT
(1) Macgregor Associates/
BW/cn
Mr. Lee Rader
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Michael Arellano
(1) City of Coppell/Mr. Rick O’Dell