Coppell Ind 2-LR130315 (3)
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 263
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
03-08-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
J. Bowers
PAGE:
1 of 1
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Approach: 95’N, 250’E from NE building corner 10/50
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 5099 03-11-13 3 103750 3670
5099 03-11-13 3 106410 3770 3720
5099 03-15-13 7 143300 5070
5099 04-05-13 28
5099 04-05-13 28
5099 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
)
No. ID (inches)Sample(°F)(°F)(%) (lbs/ftNumber
1 5099 4.25 10:20 AM 57 62 4.0 148.2 32292
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
E-Mail Submitted by:
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/
Mr. Thomas Holland
Bill Woolwine
(1) Macgregor Associates/
Sr. Manager, CMT
Mr. Lee Rader
BW/cn
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Michael Arellano
(1) City of Coppell/Mr. Rick O’Dell
(1) Ms. Sacha Miner
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 171
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
02-15-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
J. Bowers
PAGE:
1 of 1
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Manhole: Line C STA 1+00 10/10
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Redi Mix 10L11524 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 4583 02-22-13 7 68030 5410
4583 03-15-13 28 84030 6690
4583 03-15-13 28 82290 6550
4583 03-15-13 28 77710 6180 6470
4583 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 4583 3.5 1:10 PM 47 60 3.3 148.2 25612351
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
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
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
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 152760 5410
4570 03-15-13 28 142630 5050 5230
4570 Hold H
2 4571 02-22-13 7 126870 4490
4571 03-15-13 28 146580 5190
4571 03-15-13 28 139690 4940 5070
4571 Hold H
3 4572 02-22-13 7 117980 4180
4572 03-15-13 28 146580 5190
4572 03-15-13 28 154180 5460 5330
4572 Hold H
4 4573 02-22-13 7 124150 4390
4573 03-15-13 28 151600 5370
4573 03-15-13 28 135860 4810 5090
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 151910 5380
4574 03-15-13 28 139320 4930 5160
4574 Hold H
6 4575 02-22-13 7 117920 4170
4575 03-15-13 28 149390 5290
4575 03-15-13 28 144550 5120 5210
4575 Hold H
7 4576 02-22-13 7 113490 4020
4576 03-15-13 28 149210 5280
4576 03-15-13 28 125360 4440 4860
4576 Hold H
8 4577 02-22-13 7 126860 4490
4577 03-15-13 28 149720 5300
4577 03-15-13 28 146180 5170 5240
4577 Hold H
9 4578 02-22-13 7 120620 4270
4578 03-15-13 28 129860 4600
4578 03-15-13 28 135760 4800 4700
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