Fairfield Inn-LR170304CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0026
Service Date: 03/04/17
Report Date: 04/04/17 Revision I - 28 -day results
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
Specilied Strength: 4,000 psi @ 28 days
Mix ID:
5632
Supplier:
Charley's
Batch Time:
0409 PIant:
Truck No.:
1917 Ticket No.: 161122
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F).-
Ambient
F):Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
4 3-5
3.9 3-6
64
56
148.4
Irerracon
8901 Carpenter Fwy Ste 100
Dallas, TX 75247-4547
214-630-1010 Reg No:F-3272
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
03/04/17 Sample Time: 0505
Globe Engineers, Inc.
Cloudy
40/270 Batch Size (cy): 10
Pump
0
0
West paving, See sketch
Pavement, Fire Lane, Drive Way and
Parking Spaces, see attached sketch
Laboratory Test Data
Set Specimen Avg Diam.
No. ID (` tri)
I 1 4.00
1 2 4.00
1 3 4.00
1 4 4.00
1 5 4.00
1 6 4.00
Area Date
(sq in) Received
12.57
12.57
12.57
12.57
12.57
12,57Average
Date
Tested
03/06/17
03/11/17
04/01/I7
04/01/17
04/01/17
04/29/17
Age at Maximum
Test Load
(days) (lbs
2 38,240
7 49,925
28 65,560
28 62,330
28 63,560
(28 days)
56
Compressive
Strength
(psi)
3,04-0--
3,970
5,220
4,960
5,060
5,080
Fracture
Type
2
2
1
2
4
Comments: Average compressive strength of 28 day cylinders complies with Inc specified strength.
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests
samples. and cast compressive strength
Terracon Rep.: Globe Engineers, Inc.
Reported To:
Contractor:
Report Distribution:
(1) Northpoint Construction, Di lip Pranav
(l) Northpoint Construction, Jamie Ogden
(1) Kcncarkey Interests LLC, Jeremy Henicke
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM CI064, 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.
CROOO1, 11-I6-12.l:ev.6 Pagel of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0026
Service Date: 03/04/17 Irerracon
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
Northpoint Construction
Atm: Dilip Pranav
8530 Esters Blvd
Irving, TX 75063
Project
Fairfield Inn - Coppell TX
Northpoint Dr at SH 121
Coppell, TX
Project N
Material information umber: 94161 112
s Sample Information
pectfied Strength: 4,000 psi @ 28 days
Mix ID:
5632
Supplier:
Charley's
Batch Time:
0456
Truck No.:
1398
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Plant:
Ticket No.: 161133
Result Specification
4 112 3-5
4.1 3-6
63
56
148.9
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Laboratory Test Data
Maximum
Compressive
Set Specimen Avg Dism.
Area Date
Date
No. ID (in)
(sq in) Received
Tested
2 1 4.00
2
12,57
03/06/17
2 4.00
2
12.57
03/11/17
3 4.00
2
12.57
04/01/17
4 4.00
2
12.57
04/01/17
5 4.00
I2.57
04/01/17
2 6 4.00
12.57
04/29/l7
03/04/17 Sample Time: 0555
Globe Engineers, Inc.
Cloudy
140/270 Batch Size (cy): 10
Pump
0
0
West paving, See sketch
Fire Lane & Drive -way Pavement and
Parking Spaces
Age at
Maximum
Compressive
Test
Load
Strength
Fracture
(d$ys)
(1 �Lp
Type
2
38,760
3,080
5
7
51,095
4,070
5
28
65,710
5,230
4
28
66,340
5,280
4
28
65,110
5,180
4
Average (28 days)
5,230
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, Di1 ip praaav
(1) Northpoint Construction, .ramie Ogden
(1) Kcncarkey interests LLC, loremy 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 locations) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0001, 11-1x-12, Rev.e Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0026 Irerracon
Service Date: 03/04/17
Report Date: 04/04/17 Revision 1 - 28 -day results 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 Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5632
Supplier:
Charley's
Batch Time:
0608 Plant:
Truck No.:
1811 Ticket No.: 161149
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (PC);
Yield (Cu. Yds.):
Result Specification
5 3-5
3.7 3-6
61
54
148.6
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:.
Laboratory Test Data
Maximum
Compressive
Set Specimen Avg Diam.
Area Date
Date
No. ID (in)
{sq in) Received
Tested
3 1 4.00
3
�i
12.57
03f~
2 4.00
3
12.57
03/11/17
3 4.00
3
12.57
04/01/17
4 4.00
3
12.57
04/01/17
5 4.00
12.57
04/01/I7
3 6 4.00
12.57
04/29! 17
03/04/17 Sample Time: 0715
Globe Engineers, Inc.
Cloudy
Batch Size (cy):
West paving, See sketch
Fire Lane & Drive -way Pavement and
Parking Spaces
Age at
Maximum
Compressive
Test
Load
Strength
Fracture
(days)
(lbs)(psi)
Type
2
13,340
1,060
5
7
27,270
2,170
3
28
67,890
5,400
4
28
67,510
5,370
4
28
67,740
5,390
2
Average (28 days)
5,390
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 Pranav (1) Kencarkey Interests LLC, Jeremy Henickc
Reviewed By:
(1) Northpoint Construction, Jamie Ogden
Senior Project Materials Engineer
Test Methods: ASTM C 31, ASTM C39, ASTM 0138, ASTM CI43, ASTM C172, ASTM C231, ASTM 01064, 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 tasted at the locations) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0001, 11-16-12, Rev.6 Page 3 of 3
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