Coppell Ind 2-LR130330
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORT NO.
REPORTED TO: 316
Hillwood
3090 Olive Street, Suite 300 REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
03-23-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
C. Eisenhardt
PAGE:
1 of 2
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Parking lot: 65’S, 10’W from SW building corner 40/300
2 Parking lot: 5’S from SW building corner 140/300
3 Parking lot: 75’N, 70’W from SW building corner 240/300
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter Ready Mix 7752TP 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 5476 03-30-13 7 114480 4050
5476 04-20-13 28
5476 04-20-13 28
5476 Hold H
2 5477 03-30-13 7 111060 3930
5477 04-20-13 28
5477 04-20-13 28
5477 Hold H
3 5478 03-30-13 7 115650 4090
5478 04-20-13 28
5478 04-20-13 28
5478 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
)
No. ID (inches)Sample(°F)(°F)(%) (lbs/ftNumber
1 5476 5.75 4:45 AM 45 60 5.0 146.4 32675
2 5477 5.5 5:45 AM 47 60 5.1 144.7 32685
3 5478 5.0 7:00 AM 48 61 5.3 145.6 32695
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 316
REG PROJECT NO. 18520
SAMPLE DATE: 03-23-13
PAGE: 2 of 2
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
(1) Ms. Sacha Miner
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORT NO.
REPORTED TO: 316
Hillwood
3090 Olive Street, Suite 300 REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
03-23-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
C. Eisenhardt
PAGE:
1 of 2
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Parking lot: 65’S, 10’W from SW building corner 40/300
2 Parking lot: 5’S from SW building corner 140/300
3 Parking lot: 75’N, 70’W from SW building corner 240/300
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter Ready Mix 7752TP 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 5476 03-30-13 7 114480 4050
5476 04-20-13 28
5476 04-20-13 28
5476 Hold H
2 5477 03-30-13 7 111060 3930
5477 04-20-13 28
5477 04-20-13 28
5477 Hold H
3 5478 03-30-13 7 115650 4090
5478 04-20-13 28
5478 04-20-13 28
5478 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
)
No. ID (inches)Sample(°F)(°F)(%) (lbs/ftNumber
1 5476 5.75 4:45 AM 45 60 5.0 146.4 32675
2 5477 5.5 5:45 AM 47 60 5.1 144.7 32685
3 5478 5.0 7:00 AM 48 61 5.3 145.6 32695
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 316
REG PROJECT NO. 18520
SAMPLE DATE: 03-23-13
PAGE: 2 of 2
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
(1) Ms. Sacha Miner
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 237
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
03-02-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
T. Klein
PAGE:
1 of 3
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Paving: 240’S, 255’E from NE building corner 40/900
2 Paving: 260’S, 130’E from NE building corner 150/900
3 Paving: 210’S, 130’E from NE building corner 250/900
4 Paving: 170’S, 130’E from NE building corner 310/900
5 Paving: 115’S, 135’E from NE building corner 430/900
6 Paving: 80’S, 150’E from NE building corner 510/900
7 Paving: 50’S, 130’E from NE building corner 630/900
8 Paving: 10’S, 130’E from NE building corner 750/900
9 Paving: 40’N, 150’E from NE building corner 810/900
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter 7752TP 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 5046 03-09-13 7 146630 5190
5046 03-30-13 28 161980 5730
5046 03-30-13 28 181300 6420 6080
5046 Hold H
2 5047 03-09-13 7 145810 5160
5047 03-30-13 28 174770 6190
5047 03-30-13 28 186910 6610 6400
5047 Hold H
3 5048 03-09-13 7 138250 4890
5048 03-30-13 28 173160 6130
5048 03-30-13 28 171280 6060 6100
5048 Hold H
4 5049 03-09-13 7 124210 4400
5049 03-30-13 28 138550 4900
5049 03-30-13 28 149900 5310 5110
5049 Hold H
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 237
REG PROJECT NO. 18520
SAMPLE DATE: 03-02-13
PAGE: 2 of 3
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
5 5050 03-09-13 7 148130 5240
5050 03-30-13 28 161350 5710
5050 03-30-13 28 172960 6120 5920
5050 Hold H
6 5051 03-09-13 7 119800 4240
5051 03-30-13 28 152160 5390
5051 03-30-13 28 148660 5260 5330
5051 Hold H
7 5052 03-09-13 7 104530 3700
5052 03-30-13 28 133980 4740
5052 03-30-13 28 138130 4890 4820
5052 Hold H
8 5053 03-09-13 7 107100 3790
5053 03-30-13 28 124870 4420
5053 03-30-13 28 106620 3770 4100
5053 Hold H
9 5054 03-09-13 7 145480 5150
5054 03-30-13 28 172010 6090
5054 03-30-13 28 183780 6500 6300
5054 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 5046 4.5 5:15 AM 32 55 4.0 131.0 32214
2 5047 4.5 6:30 AM 31 55 4.0 133.8 32225
3 5048 4.0 7:30 AM 32 54 4.3 133.0 32235
4 5049 6.0 8:30 AM 33 52 6.0 135.4 32241
5 5050 6.0 10:15 AM 37 54 6.0 134.6 32253
6 5051 5.0 11:15 AM 39 56 6.0 133.8 32261
7 5052 5.75 1:10 PM 46 57 6.0 122.8 32273
8 5053 6.0 2:20 PM 50 57 6.0 127.8 32285
9 5054 5.0 3:20 PM 52 56 4.0 134.0 32291
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
REPORT NO. 237
REG PROJECT NO. 18520
SAMPLE DATE: 03-02-13
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
(1) Ms. Sacha Miner