Fairfield Inn-LR170304 (2)CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112,0025 Irerracon Service Date: 03/04/17
8901 Carpenter Fwy Ste 100
Report Date: 04/04/17 Revision I - 28 -day results Dallas, TX 75247-4547
Task: 214-630-1010 Reg No• F-3272
Client Project
Northpoint Construction
Attn: Dilip Pranav
8530 Esters Blvd
Irving, TX 75063
Fairfield Inn - Coppell TX
Northpoint Dr at SH 121
Coppell, TX
Project Number: 94161112
Material Information Sample Information
Specified Strength: 6,000 psi @ 28 days
Mix ID: 7520
Supplier: Charley's
Batch Time: 1248 Plant:
Truck No.: 1424 Ticket No.: 161106
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Chit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Result Specification
4 3-5
3,6 3-6
64
56
151.2
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Set
Specimen
Avg Diam.
Area Date
Date
No.
ID
(in)
(sq in) Received
Tested
1
1
4.00
12.57
03/06/17
I
2
4.00
12.57
03/11/17
I
3
4.00
12.57
04/01/17
1
4
4.00
12.57
04/01/17
1
5
4.00
12.57
04/01/17
1
6
4.00
12.57
04/29/17
03/04/17 Sample Time: 0150
Globe Engineers, Inc.
Cloudy
40/160 Batch Size (cy): t0
Pump
0
0
South paving, See sketch
Pavement, Fire Lane, Drive Way &
Parking Spaces, see attached sketch
Age at Maximum Compressive
Test Load
Strength
Fracture
(days) (lbs)
(psi)
Type
2 55,810
4,440
5
7 64,120
5,100
2
28 85,250
6,780
2
28 82,930
6,600
1
28 82,620
6,570
2
Average (28 days)
6,650
56
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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 Pmnav
(1) Northpoint Construcuon, Jamie Ogden
(1) Kencarkey Interests UC, Jeremy Henicke
Test Methods: ASTM C 31, ASTM C39, ASTM 0138, 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 necessarily indicative of the properties of other apparently similar or identical materials..
cRDMI. 11-16-12, Pe A Page 1 of 2.
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0025 Irerracon
Service Date: 03/04/17
Report Date: 04/04/17 Revision I - 28 -day results 8901 Carpenter Fwy Ste 100
Task: Dallas, TX 75247-4547
Client 214-630-1010 Re No: F-3272
Services: Obtain samples of fresh concrete at thelacement locations, ,perform required field tests and cast compressive strength
samples.
Terracon Rep.: Globe Engineers, Inc.
Reported To:
Contractor:
Report Distribution:
(1) Northpoint Construction, Dilip ?ranav (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 necessarily indicative of the properties of other apparently similar or identical materials.
CROMI, 11-16.12, Rev.6 Page 2 of 2
Profect
Northpoint Construction
Fairfield Inn - Coppefl TX
Atm: Di1ip Pranav
Northpoint Dr at SH 121
8530 Esters Blvd
Coppell, TX
Irving, TX 75063
Project Number: 94161112
Material Information
Sample Information
Specified Strength: 6,000 psi @
28 days
Sample Date: 03/04/17
Sample Time: 0417
Mix
Sampled By: Globe Engineers,
Inc.
Supplier- harChar
Suppllieley's
Weather Conditions: Cloudy
Batch Time: 0319
Plant:
Accumulative Yards: 140/160
Batch Sizec 10
(y)
Truck No.: 1424
Ticket No.:
161116
Placement Method: Pump
Water Added Before (gal): 0
Field Test Data
Water Added After (gal): 0
Test
Result
Specification
Sample Location: South paving, See sketch
Placement Location:
Slump (in):
5
3-5
Pavement
for Fire Lane & Drive -way
Air Content {%):
4.0
3-6
Parking Spaces,
see attached sketch
Concrete Temp. (F):
63
Ambient Temp. (F):
55
Plastic Unit Wt. (pef):
150.8
Yield (Cu. Yds.):
Laboratory Test Data
Set Specimen Avg
Diam.
Area Date
Age at Maximum
Date Test
Compressive
No. ID
(in)
(sq in) Received
--�
Load
Tested (days) (lbs)
Strength Fracture
2 1
2 2
4,00
4.00
12.57
03/p6/17 2 58,030
(psi) TYPe
4,620 2
2 3
4.00
12..57
12.57
03/11/17 7 66,870
5,320 2
2 4
4.00
12.57
04/01/17 28 87,290
04/01/17 28
6,950 2
2 5
4.00
12.57
85,100
04/01/17 28 $8,460
6,770 2
7,040
2 6
4.00
12.57
Average (28 days)
04/29/17 56
2
6,92,0
Comments: Average compressive strength of 2$ day cylinders complies with the specified strength.
Services: Obtain samples of fresh concrete at thelacement locations, ,perform required field tests and cast compressive strength
samples.
Terracon Rep.: Globe Engineers, Inc.
Reported To:
Contractor:
Report Distribution:
(1) Northpoint Construction, Dilip ?ranav (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 necessarily indicative of the properties of other apparently similar or identical materials.
CROMI, 11-16.12, Rev.6 Page 2 of 2
le
i
r E
i � F
„
5
,� ¢ 0 yp
4 � •�' + N ,�_�.,Yfi�•. ��,�, �� ^moi ��„' ;'a �,�_ { ..
�,• ° _ _. ; 8�0�"f�"fi-�4e"`�'�y. �',t pry °({
d ',fir
i
l I
`tIN
� -� y �� �, • #,�' ��' � •�• � �,��
it
lop
m
i ♦e ;� _
w
pit
ai
m
h � ;
�.
�. a