Fairfield Inn-LR170428CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0061 1rerracon
Service Date: 04/28/17
Report Date: 05/04/17 8901 Carpenter Fwy Ste 100
Task: Dallas, TX 75247-4547
Client 214-630-1010 Re No: F-3272
Northpoint Construction
Attn: Dilip Pranav
8530 Esters Blvd
Irving, TX 75063
Project
Fairfield Inn - Coppell TX
Northpoint Dr at SH 121
Coppell, TX
Project Number: 94161112
Material Information Sample Informatinn
Specified Strength: 4,000 psi (it) 28 days
Mix ID:
5632
Supplier:
Charley's
Batch Time:
1241 Plant: 127724
Truck No.:
703 Ticket No.: 422028
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp, (F):
Ambient Temp. (F):
Plastic Unit Wt, (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Result _ Specification
T 1/2 3-5
4.3 3-6
79
66
148.2
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
04/28/17 Sample Time: 0141
Globe Engineers, Inc.
Clear
10/350 Batch Size (cy): 10
Pump
0
5 Slump After (in): 3.5
Location #1
Pavement Fire Lane Driveway, &
Parking Spaces @ E of building, see
attached sketch
Set Specimen
Avg Diem.
Area Date
Date
Age at
Maximum
Compressive
No. ID
—1
(in)
(sq in) Received
Tested
Test
(days)
Load
Strength Fracture
I
4.00
12.57 —�
`'
OS/OI/17
3
_ (lbs
43,890
(psi) Type
1 3
4.00
12.57
05/05/17
7
3,490 1
1 4
4.00
12.57
05/26/17
28
1 5
4.00
12.57
05/26/17
28
1 6
4.00
12.57
05/26/I7
28
1 7
4.00
12.57
06/23/17
56
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Globe Engineers, Inc.
Reported To:
Contractor:
Report Distribution:
(1) Northpoint Construction, Di lip Pranav
(1) Northpoint Construction. Jamie Ogden
(l) Kencarkey Interests LLC, Jeremy Henicke
Test Methods: ASTM C 31, ASTM C39, ASTM 0138, ASTM 0143, ASTM C172, ASTM 0231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0001, 11-16.12, Rev.6 Page] of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0061 1rerracon
Service Date; 04/28/17
Report Date: 05/04/17 8901 Carpenter Fwy Ste 100
Task: Dallas, TX 75247-4547
Client 214-630-1010 Re No: F-3272
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep,: Globe Engineers, Inc.
Reported To:
Contractor:
Report Distribution:
(1) Northpoint Construction, Dilip Pranav
(1) Northpoint Construction, Jamie Ogden
(1) Kencarkey Interests LLC, Jeremy Ilenicke
Test Methods: ASTM C 31, ASTM C39, ASTM 0138, ASTM C143, ASTM C 172 ASTM C231 A
, , 5TM C 1064„ ASTM C 123 l
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CROON, i 1 -it: -12, Rev.6 Page 2 of 4
Project
Northpoint Construction
Attn: Dilip Pranav
Fairfield Inn - Cappell TX
8530 Esters Blvd
Northpoint Dr at SH 12I
Irving, TX 75063
Coppell, TX
Project Number: 94161112
Material Information
Sample Information
Specified Strength: 4,000 psi @
28 days
Sample Date;
P
04/28J17 Sample Time:
Mix ID• 5632
Sampled By:
0300
Globe Engineers, Inc.
Supplier: iey's
Weather Conditions:
Clear
Batch Time: 0146
0146
Plant:
127724
Accumulative Yards:
110/350 Batch Size (Y)• c 10
Truck No.: 704
Ticket Na.:
422{238
Placement Method:
Water Added Before (gal):
Pump
0
Field Test Data
Water Added After (gal):
0
Test
Result
Specification
Sample Location:
Placement Location:
Location #2
S
Slump {in):
4 1/2
3-5
Pavement Fire Lane Driveway; &
Air Content ("/o):
4.1
3-6
Parking Spaces @ E of building
Concrete Temp. (F):
$1
Ambient Temp. (F):
69
Plastic Unit Wt. (pef):
148.9
Yield (Cu. Yds.):
Laboratory Test Data
Set Specimen Avg Diam.
Area Date
Age at Maximum Compressive
late
No. ID
2
in
(�)
(sq in) Received
Test Load Strength Fracture
Tested (days) (lbs)
1
2 3
4.00
4.00
12.57
12.57
05/01/17 3 41! ,730 3(32p Type
4
2 4
2
4.00
12.57
05/05/17 7
05!26/17 28
5
2 6
4.00
12.57
05/26/17 28
2 7
4.00
4.00
12.57
12.57
05/26/17 28
06/23/17 56
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep,: Globe Engineers, Inc.
Reported To:
Contractor:
Report Distribution:
(1) Northpoint Construction, Dilip Pranav
(1) Northpoint Construction, Jamie Ogden
(1) Kencarkey Interests LLC, Jeremy Ilenicke
Test Methods: ASTM C 31, ASTM C39, ASTM 0138, ASTM C143, ASTM C 172 ASTM C231 A
, , 5TM C 1064„ ASTM C 123 l
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CROON, i 1 -it: -12, Rev.6 Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0061 1rerracon
Service Date: 04/28/17
Report Date: 05/04/17 8901 Carpenter Frey Ste 100
Task: Dallas, TX 752474547
Client 214-630-1010 Re No:F-3272
Northpoint Construction
Attn: Dilip Pranav
8530 Esters Blvd
Irving, TX 75063
Project
Fairfield Inn - Coppell TX
Northpoint Dr at SH 121
Coppell, TX
Project Number: 94161112
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5632
Supplier
Charley's
Batch Time:
0254 Plant: 127724
Truck No.:
735 Ticket No.: 422049
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
$ � 3-5
4.0 3-6
81
70
149.4
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
04/28/17 Sample Time: 0359
Globe Engineers, Inc.
Clear
2101350 Batch Size (cy): 10
Pump
0
0
Location #3
Pavement Fire Lane Driveway; &
Parking Spaces @ E of building
Laboratory Test Data
Set Specimen Avg Diam.
Area Date
Age at
Maximum
Compressive
No.Set ID
(sq in) Received
Date
Tested
Test
(days)(lbs
Load
Strength Fracture
3 1 4.00
12.57
0505/
3
)
� psi) Type
3 3 4.00
I2.57
05/05/17
7
40,650
3,230 1
3 4 4.00
3
12.57
05/26/17
28
5 4.00
3 6
12.57
45/26/17
28
4.00
3 7
12.57
05/26/17
28
4.00
12.57
06/23/17
56
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep,: Globe Engineers, Inc.
Reported To:
Contractor:
Report Distribution:
(1) Northpoint Construction, Dihp Pranav
(1) Northpoint Construction, Jamie t7gden
(1) Kencarkey Interests LLC, JeremyHenicke
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM 01064, ASTM 01231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only appiicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR000:. 11-16-12. Rev.6 Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0061 f ��
Service Date: 04/28/17 con
Report Date: 05/04/17 8901 Carpenter Fwy Ste 100
Task: Dallas, TX 75247-4547
214-630-1010 Re No:F-3272
Client
Northpoint Construction
Attn: Dilip Pranav
8530 Esters Blvd
Irving, TX 75063
Project
Fairfield Inn - Coppell TX
Northpoint Dr at SH 121
Coppell, TX
Project Number; 94161112
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 5632
Supplier: Charley's
Batch Time: 0446 Plant: 127724
Truck No.: 705 Ticket No.: 422059
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Yield (Cu. Yds.):
Laboratory Test Data
Result Specification
5 3-5
3.9 3-6
81
70
148.8
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal)
Water Added After (gal):
Sample Location:
Placement Location:
04/28/17 Sample Time: 0612
Globe Engineers, Inc.
Clear
310/350 Batch Size (ey): 10
Pump
0
0
Location #4
Pavement Fire Lane Driveway; &
Parking Spaces @ E of building
Set
Specimen
Avg Diam.
Area Date
Date
Age at
Maximum
Compressive
No.
ID
(in)
(sq in) Received
Tested
Test
(days)
Load
(lbs
Strength Fracture
4
4
1
3
4.00
12.57
05/01/17
3
42,000
(psi) Type
3,340 4
4.00
12.57
05/05/17
7
4
4
4.00
12.57
05/26/17
28
4
5
4.00
I2.57
05/26/17
28
4
6
4.00
12.57
05/26/17
28
4
7
4.00
12.57
06/23/17
56
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Globe Engineers, Inc.
Reported To:
Contractor:
Report Distribution:
(l) Northpoint Construction, Dilip Pranav (1) Kencarkey Interests LLC, Jeremy Henicke Reviewed By:
(1) Northpoint Construction, Jamie Ogden
Senior Project Materials Engineer
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessadiy indicative of the properties of other apparently similar or identical materials.
CRE1001, 11-16-12, Rev.6 Page 4 of 4
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