Sonic-LR160901Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
Date Issued: 09/01/2016
Our Report #: 161578-14
PM: TODD SMITH
201 NORTH DENTON TAP ROAD
FIELD DA TA
Placement Location: PAVING: WEST SIDE OF BUILDING
Sample Location: N/A
Date Placed: 8/2/2016 Concrete Supplier: N/A
Time Placed: N/A Plant Number: N/A
Cast By: CONTRACTOR D 1'IT' k
e my Ic et No..
Result
Concrete Temp (F):
N/A
Slump (ASTM C-143):
N/A
Air Content:
N/A
Ambient Temp (F):
N/A
Unit Weight:
N/A
e my Ic et No..
N/A
Batch Time:
N/A
Mix ID:
N/A
Submitted By:
CONTRACTOR
Date Received:
8/3/2016
Cured Specification:
ASTM C-31
Specified Strength:
3500
CYLINDER COMPRESSION TEST RESULTS
Lab Cure Break Cap Date Age Avg. Avg.
Avg Depth/
Area:
Max
No.: Type: Type: Spec: Tested: (Days): Length Width
Diameter
Sq. In.
Load:
PSI:
21 LAB 2 C-1231 8/9/2016 7 8 N/A
4
12.56
40210
3200
22 LAB 3 C-1231 8/30/2016 28 8 N/A
4
12.56
45245
3600
23 LAB 5 C-1231 8/30/2016 28 8 N/A
4
12.56
42100
3350
24 LAB 3 C-1231 8/30/2016 28 8 N/A
4
12.56
46611
3710
Average 28 -day Compressive Strength is compliant with project specifications
3550
Notes: All information other the test results was furnished by others and assumed to be correct.
Ashoke Saha picked up the cylinders.
CC:
Respectfully Submitted 8y: of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar ' = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245704
Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
FIELD DATA
Placement Location: PAVING: FIRE LANE, SOUTH SIDE OF BUILDING
Sample Location: 60'S & 25'E FROM SE CORNER OF BUILDING
Date Placed:
8/23/2016
Time Placed:
7:33 AM
Cast By:
ALPHA
Date Received:
Result
Concrete Temp (F):
86
Slump (ASTM C-143):
4.5
Air Content:
4.6 (ASTM C-231)
Ambient Temp (F):
78
Unit Weight:
N/A
CC:
Date Issued: 08/30/2016
Our Report #: 161578-20
PM: TODD SMITH
Concrete Supplier: BIG D
Plant Number: 131
Delivery Ticket No.: 68417
Batch Time:
6:14:00 AM
Mix ID:
N/A
Submitted By:
Garcia, Cristian
Date Received:
8/24/2016
Cured Specification:
ASTM C-31
Specified Strength:
3600
CYLINDER COMPRESSION TF.RT PF.gl11 T -C
Lab
No.:
Cure
Type:
Break Cap
Type: Spec:
Date
Tested:
Age
(Days):
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Area:
Sq. In.
Max
Load: PSI:
37
LAB
3 C-1231
8/30/2016
7
8
N/A
4
12.56
43620 3470
38
LAB
C-1231
9/20/2016
28
8
N/A
4
12.56
0
39
LAB
C-1231
9/20/2016
28
8
N/A
4
12.56
0
40
LAB
C-1231
9/20/2016
28
8
N/A
4
12.56
0
Respectfully Submitted By: of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar " = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C136. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing'' Environmental Engineering * Consulting 247619
Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
Date Issued: 08/30/2016
Our Report #: 161578-12
PM: TODD SMITH
FIELD DATA
Placement Location: PAVING: NORTH & WEST SIDE
Sample Location: 20'E & 40'N FROM SW CORNER OF PROJECT
Date Placed: 8/1/2016 Concrete Supplier: BURNCO
Time Placed: 11:45 AM Plant Number: 506
Cast By: ALPHA Delivery Ticket No.: 50418427
CC:
Respectfully Submitted By: —2 of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245505
Result
Batch Time:
10:40:00 AM
Concrete Temp (F):
85
Mix ID:
35U500BG
Slump (ASTM C-143):
5.0
Submitted By:
Saha, Ashoke
Air Content:
4.8
Date Received:
(ASTM C-231)
8/2/2016
Ambient Temp (F):
75
Cured Specification:
ASTM C-31
Unit Weight:
N/A
Specified Strength:
3500
CC:
Respectfully Submitted By: —2 of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245505
CYLINDER COMPRESSION TEST RESULTS
Lab
No.:
Cure
Type:
Break
T pe:
Cap Date Age Avg.
Spec: Tested: (Days): Length
Avg.
Width
Avg Depth/
Diameter
Area:
Sy. In.
Max
Load:
PSI:
13
LAB
2
C-1231 8/8/2016 7 8
N/A
4
12.56
29820
2370
14
LAB
2
C-1231 8/29/2016 28 8
N/A
4
12.56
43390
3450
15
LAB
2
C-1231 8/29/2016 28 8
N/A
4
12.56
44847
3570
16
LAB
2
C-1231 8/29/2016 28 8
N/A
4
12.56
43900
3500
Average 28 -day Compressive Strength is compliant with project specifications
3510
CC:
Respectfully Submitted By: —2 of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245505
Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
Date Issued: 08/25/2016
Our Report #: 161578-8
PM: TODD SMITH
FIELD DATA
Placement Location: SIDEWALK: NORTH & SOUTH SIDE ALONG BUILDING
Sample Location: 20'W & 1'N FROM NE CORNER OF BUILDING
Date Placed: 7/28/2016 Concrete Supplier: BURNCO
Time Placed: 1:00 PM Plant Number: 506
Cast By: ALPHA Delivery Ticket No.: 50411763
CC:
Respectfully Submitted B11--7 -y:. of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245083
Result
Batch Time:
12:08:00 PM
Concrete Temp (F):
83
Mix ID:
35U500BG
Slump (ASTM C-143);
4.5
Submitted By:
Saha, Ashoke
Air Content:
5.0
(ASTM C-231)
Date Received:
7/29/2016
Ambient Temp (F):
78
Cured Specification: ASTM C-31
Unit Weight:
N/A
Specified Strength:
3500
CYLINDER COMPRESSION TEST RESULTS
Lab Cure
Break
Cap Date Age Avg.
Avg. Avg Depth/
Area: Max
No.: Type:
Type:
Spec: Tested: (Days); Length
Width Diameter
Sq. in. Load:
PSI:
9 LAB
5
C-1231 8/4/2016 7 8
N/A 4
12.56 29840
2380
10 LAB
2
C-1231 8/25/2016 28 8
N/A 4
12.56 46123
3670
11 LAB
2
C-1231 8/25/2016 28 8
N/A 4
12.56 45979
3660
12 LAB
2
C-1231 8/25/2016 28 8
N/A 4
12.56 44610
3550
Average 28 -day
Compressive Strength is compliant with project specifications
36301
CC:
Respectfully Submitted B11--7 -y:. of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245083
Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
Date Issued: 08/24/2016
Our Report #: 161578-9
PM: TODD SMITH
I
FIELD DATA
Placement Location:
PAVING: NORTHEAST CORNER
Sample Location:
N/A
Date Placed:
7/26/2016 Concrete Supplier: BURNCO
Time Placed:
N/A Plant Number: N/A
Cast By:
ALPHA Delivery Ticket No • 50411125
Batch Time:
Result
Concrete Temp (F):
N/A
Slump (ASTM C-143):
N/A
Air Content:
N/A
Ambient Temp (F):
N/A
Unit Weight:
N/A
Batch Time:
N/A
Mix ID:
35U500BG
Submitted By:
Saha, Ashoke
Date Received:
7/27/2016
Cured Specification:
ASTM C-31
Specified Strength:
3500
Notes: All information other than the test results was furnished by others and assumed to be correct.
CC:
Respectfully Submitted By; of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar ' = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245082
CYLINDER COMPRESSION TEST RESULTS
Lab
No.:
Cure
Type:
Break
Type:
Cap Date Age Avg.
Spec: Tested: (Days),. Length
Avg.
Width
Avg Depth/
Diameter
Area:
Sq. In.
Max
Load:
PSI:
5
LAB
C-1231 8/2/2016 7 8
N/A
4
12.56
32500
2590
6
LAB
2
C-1231 8/23/2016 28 8
N/A
4
12.56
45830
3650
7
LAB
2
C-1231 8/23/2016 28 8
N/A
4
12.56
50431
4020
8
LAB
2
C-1231 8/23/2016 28 8
N/A
4
12.56
44730
3560
Average 28 -day Compressive Strength is compliant with project specifications
3740
Notes: All information other than the test results was furnished by others and assumed to be correct.
CC:
Respectfully Submitted By; of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar ' = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245082
Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
Date Issued: 08/19/2016
Our Report #: 161578-17
PM: TODD SMITH
FIELD DATA
Placement Location: NORTHEAST CORNER OF APPROACH
Sample Location: N/A
Date Placed: 8/12/2016 Concrete Supplier: N/A
Time Placed: N/A Plant Number: B1
Cast By: CONTRACTOR Delivery Ticket No.: N/A
Notes: All information other than the test results was furnished by others and assumed to be correct.
Ashoke Saha picked up the cylinders.
CC:
Respectfully Submitted By: � r of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar " = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 247011
Result
Batch Time:
N/A
Concrete Temp (F):
N/A
Mix ID:
N/A
Slump (ASTM C-143):
N/A
Submitted By:
CONTRACTOR
Air Content:
N/A
Date Received:
8/13/2016
Ambient Temp (F):
N/A
Cured Specification:
ASTM C-31
Unit Weight:
N/A
Specified Strength:
4000
Notes: All information other than the test results was furnished by others and assumed to be correct.
Ashoke Saha picked up the cylinders.
CC:
Respectfully Submitted By: � r of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar " = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 247011
CYLINDER COMPRESSION TEST RESULTS
Lab
No.:
Cure
Type:
Break Cap
Type: Spec:
Date
Tested:
Age
(Hays):
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Area:
Sq. In.
Max
Load: PSI:
29
LAB
2 C-1231
8/19/2016
7
8
N/A
4
12.56
50096 3990
30
LAB
C-1231
9/9/2016
28
8
N/A
4
12.56
0
31
LAB
C-1231
9/9/2016
28
8
N/A
4
12.56
0
32
LAB
C-1231
9/9/2016
28
8
N/A
4
12.56
0
-
1
Notes: All information other than the test results was furnished by others and assumed to be correct.
Ashoke Saha picked up the cylinders.
CC:
Respectfully Submitted By: � r of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar " = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 247011
Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
FIELD DATA
Placement Location: PAVING: EAST SIDE PATIO
Sample Location: 25'E & 5'N FROM NE CORNER OF BUILDING
Date Placed:
8/15/2016
Time Placed:
4:45 PM
Cast By:
ALPHA
Date Received:
Result
Concrete Temp (F):
83
Slump (ASTM C-143):
4.5
Air Content:
4.0 (ASTM C-231)
Ambient Temp (F):
65
Unit Weight:
N/A
Date Issued: 08/24/2016
Our Report #: 161578-19
PM: TODD SMITH
Concrete Supplier: BIG D
Plant Number: 131
Delivery Ticket No.: 68129
Batch Time:
3:50:00 PM
Mix ID:
N/A
Submitted By:
Saha, Ashoke
Date Received:
8/16/2016
Cured Specification:
ASTM C-31
Specified Strength:
3000
I CYLINDER COMPRESSION TEST RESULTS I
Lab
No.:
Cure
Type:
Break Cap
Type: Spec:
Date
Tested:
Age
(Days):
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Area:
Sq. In.
Max
Load: PSI:
33
LAB
2 C-1231
8/22/2016
7
12
N/A
6
28.27
34700 1230
34
LAB
C-1231
9/12/2016
28
12
N/A
6
28.27
0
35
LAB
C-1231
9/12/2016
28
12
N/A
6
28.27
0
36
LAB
C-1231
9/12/2016
28
12
N/A
6
28.27
0
CC:
Respectfully Submitted By: of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar ' = Specification out of spec
Test Method: Unless noted, Concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering " Construction Materials Testing " Environmental Engineering , Consulting 247056
Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
Date Issued: 08/18/2016
Our Report #: 161578-6
PM: TODD SMITH
FIELD DATA
Placement Location: PIERS CAP OF CANOPY
Sample Location: 7.5'N & 35'E FROM NE CORNER OF BUILDING
Date Placed: 7/21/2016 Concrete Supplier: BURNCO
Time Placed: 12:15 PM Plant Number: 506
Cast By: ALPHA Delivery Ticket No.: 50409809
CC:
Respectfully Submitted By; of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar • = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 244031
Batch Time:
11:23:00 AM
Result
Concrete Temp (F):
79
Mix ID:
35U500BG
Slump (ASTM C-143):
4.0
Submitted By:
Saha, Ashoke
Air Content:
5.0
(ASTM C-231)
Date Received:
7/22/2016
Ambient Temp (F):
75
Cured Specification: ASTM C-31
Unit Weight:
N/A
Specified Strength:
3500
CYLINDER COMPRESSION TEST RESULTS
Lab Cure
Break
Cap Date Age
Avg.
Avg. Avg Depth/
Area: Max
No.: Type:
Type:
Spec: Tested: (Days):
Length
Width Diameter
Sq. In. Load:
PSI:
1 LAB
2
C-1231 7/28/2016 7
8
N/A 4
12.56 45501
3620
2 LAB
2
C-1231 8/18/2016 28
8
N/A 4
12.56 58700
4670
3 LAB
2
C-1231 8/18/2016 28
8
N/A 4
12.56 59630
4750
4 LAB
2
C-1231 8/18/2016 28
8
N/A 4
12.56 60023
4780
Average 28 -day
Compressive Strength is compliant with project specifications
47301
CC:
Respectfully Submitted By; of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar • = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 244031
ALPHA/ TESTING DAILY FIELD
REPORT
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Mira Enterprises
Eastland, Texas
PROJECT: Sonic Restaurant
Coppell, Texas
TECHNICIAN: A. Saha
WEATHER: Sunny
DATE: 08/13/16
OUR REPORT NO.: 161578-16
TEMPERATURE RANGE: 70 to 80 degrees
The Alpha technician traveled to the above referenced site to monitor ongoing work and perform field testing as requested,
4 of 4 x 8 molds were dropped for Slab on Grade at East Patio
teptraeulh and reports ma for the exclusive use of the
Respectfully Submitted,
Todd Smith
ALPHA TESTING, INC.
on Ale in our office) and shall not be reproduced andlpr diatdbWed auepl vdth express
test results must receive our written approval. Test results and reports apply onlyto the samples tested and/or observed, and are not indicative of the qualifies of apparently identical or s imilar specimens.
name and
ALPHA +NtTEST ING
2209 Dallas, Texas 75229in REPORT
Suite 100 REPORT OF REINFORCING
Geotechnical I Construction Materials I Environmental
www.alphatesting.com STEEL OBSERVATION
TBPE Firm No. 813
TESTED FOR:
PROJECT:
Mira Enterprises
Eastland, Texas
Sonic Restaurant
Coppell, Texas
DRAWINGS UTILIZED (SHEETS/DETAILS/DATE):
S1.01 / Slab on Grade / 06-27-16
S2.01 / Foundation / 05-27-16
LOCATIONS/ITEMS OBSERVED:
East Side Patio
TEST METHOD: VISUAL OBSERVATION
DATE: 08/13/16
OUR REPORT NO.: 161578-18
PROJECT DATA
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT ITEMS OBSERVED
CORRECT
INCORRECT ITEMS OBSERVED
CORRECT INCORRECT
PLACING DRAWINGS APPROVED
X
13AR LENGTH AND SPACE
X
COLUMN TIE SPACING & TYPE
N/A
13AR SIZE
X
PROPER BAR PLACEMENT
X
STIRRUP SPACING & TYPE
N/A
BAR GRADE
X
PROPERLY TIED
X
TENDON NO & SPACING
N/A
REBAR CLEAN
X
DOWEL BARS IN PLACE
X
'WELDED SPLICES
N/A
FORM CLEAN
X
PROPER BAR SUPPORTS
X
IMECHANICAL SPLICES
N/A
NO OF BARS
X
PROPER COVER
X
ILAPPED SPLICES
N/A
DISCREPANCIES/COMMENTS:
TECHNICIAN: A. Saha
Respectfully Submitted,
Todd Smith
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of
apparently identical or similar specimens.
I)LAlpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
FIELD DATA
Placement Location: FIRE LANE: NORTH SIDE OF BUILDING
Sample Location: 50'N & 20'W FROM NE CORNER OF BUILDING
Date Placed:
8/4/2016
Time Placed:
7:30 AM
Cast By:
ALPHA
Date Received:
Result
Concrete Temp (F):
81
Slump (ASTM C-143):
4.0
Air Content:
4.5 (ASTM C-231)
Ambient Temp (F):
68
Unit Weight:
N/A
Date Issued: 08/11/2016
Our Report #: 161578-15
PM: TODD SMITH
Concrete Supplier: BURNCO
Plant Number: 506
Delivery Ticket No.: 50413292
Batch Time:
6:32:00 AM
Mix ID:
35U500BG
Submitted By:
Saha, Ashoke
Date Received:
8/5/2016
Cured Specification:
ASTM C-31
Specified Strength:
3500
CC:
Respectfully Submitted By: of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar ' = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering • Construction Materials Testing' Environmental Engineering • Consulting 246043
CYLINDER COMPRESSION TEST RESULTS
Lab
No.:
Cure
Type:
Break Cap
Type: Spec:
Date
Tested:
Age
(Days):
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Area:
Sq. In.
Max
Load: PSI:
25
LAB
2 C-1231
8/11/2016
7
8
N/A
4
12.56
29064 2310
26
LAB
C-1231
9/1/2016
28
8
N/A
4
12.56
0
27
LAB
C-1231
9/1/2016
28
8
N/A
4
12.56
0
28
LAB
C-1231
9/1/2016
28
8
N/A
4
12.56
0
CC:
Respectfully Submitted By: of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar ' = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering • Construction Materials Testing' Environmental Engineering • Consulting 246043
Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
Date Issued: 08/10/2016
Our Report #: 161578-13
PM: TODD SMITH
I FIELD DATA
Placement Location: FIRE LANE, WEST SIDE OF BUILDING
Sample Location: 45'E & 20'N FROM SW CORNER OF BUILDING
Date Placed: 8/3/2016 Concrete Supplier: BURNCO
Time Placed: 9:30 AM Plant Number: 506
Cast By: ALPHA Delivery Ticket No.: 50413006
CC:
Respectfully Submitted By: i'of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C136. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245703
Batch Time:
8:29:00 AM
Result
Cure
Type:
Break Cap
Type: Spec:
Concrete Temp (F):
84
Mix ID:
35U500BG
Slump (ASTM C-143):
5.0
Submitted By:
Saha, Ashoke
Air Content:
4.0
(ASTM C-173) Date Received:
8/4/2016
Ambient Temp (F):
78
Cured Specification:
ASTM C-31
Unit Weight:
N/A
Specified Strength:
3500
CC:
Respectfully Submitted By: i'of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C136. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245703
CYLINDER COMPRESSION TEST RESULTS
Lab
No.:
Cure
Type:
Break Cap
Type: Spec:
Date
Tested:
Age
(Days):
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Area:
Sq. In.
Max
Load: PSI:
17
LAB
2 C-1231
8/10/2016
7
8
N/A
4
12.56
30490 2430
18
LAB
C-1231
8/31/2016
28
8
N/A
4
12.56
0
19
LAB
C-1231
8/31/2016
28
8
N/A
4
12.56
0
20
LAB
C-1231
8/31/2016
28
8
N/A
4
12.56
0
CC:
Respectfully Submitted By: i'of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C136. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245703
Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
Date Issued: 08/09/2016
Our Report #: 161578-14
PM: TODD SMITH
FIELD DATA
Placement Location: PAVING: WEST SIDE OF BUILDING
Sample Location: N/A
Date Placed: 8/2/2016 Concrete Supplier: N/A
Time Placed: N/A Plant Number: N/A
Cast By: CONTRACTOR Delivery Ticket No.: N/A
Respectfully Submitted By. of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar ` = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C136. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245704
Batch Time:
N/A
Result
Concrete Temp (F):
N/A
Mix ID:
N/A
Slump (ASTM C-143):
N/A
Submitted By:
CONTRACTOR
Air Content:
N/A
Date Received:
8/3/2016
Ambient Temp (F):
N/A
Cured Specification: ASTM C-31
Unit Weight:
N/A
Specified Strength:
3500
CYLINDER COMPRESSION TEST RESULTS
Lab Cure
Break
Cap
Date
Age
Avg.
Avg. Avg Depth/
Area: Max
No.: Type:
Type:
Spec:
Tested:
(Days):
Length
Width Diameter
Sq. In. Load: PSI:
21 LAB
2
C-1231
8/9/2016
7
8
N/A 4
12.56 40210 3200
22 LAB
C-1231
8/30/2016
28
8
N/A 4
12.56 0
23 LAB
C-1231
8/30/2016
28
8
N/A 4
12.56 0
24 LAB
C-1231
8/30/2016
28
8
N/A 4
12.56 0
Notes: All information other
the test results was furnished by others and assumed to be correct.
Ashoke Saha picked up the cylinders.
CC:
Respectfully Submitted By. of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar ` = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C136. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245704
ALPHA /TESTING
llTexas 7522isconsin get, Suite 100
Dallas, REPORT OF REINFORCING
Geotechnical I Construction Materials I Environmental STEEL OBSERVATION
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:
PROJECT
Mira Enterprises
Eastland, Texas
Sonic Restaurant
Coppell, Texas
DRAWINGS UTILIZED (SHEETS/DETAILS/DATE):
C7.1 Section of Paving Details / 05-23-16
LOCATIONS/ITEMS OBSERVED:
Canopy Area at North Side of Buildi
Paving at NW Corner of Building
TEST METHOD: VISUAL OBSERVATION
DATE: 08/02/16
OUR REPORT NO.: 161578-10
PROJECT DATA
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT ITEMS OBSERVED
CORRECT
INCORRECT ITEMS OBSERVED
CORRECT INCORRECT
(PLACING DRAWINGS APPROVED
X
13AR LENGTH AND SPACE
X
COLUMN TIE SPACING & TYPE
N/A
BAR SIZE
X
PROPER BAR PLACEMENT
X
STIRRUP SPACING & TYPE
N/A
BAR GRADE
X
PROPERLY TIED
X
'TENDON NO. & SPACING
N/A
!REBAR CLEAN
X
DOWEL BARS IN PLACE
X
WELDED SPLICES
N/A
(FORM CLEAN
X
PROPER BAR SUPPORTS
X
MECHANICAL SPLICES
N/A
INO. OF BARS
X
.PROPER COVER
X
LAPPED SPLICES
N/A
DISCREPANCIES/COMMENTS:
TECHNICIAN: A. Saha
Respectfully Submitted,
Todd Smith
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and test results must receive our written approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of
apparently identical or similar specimens
Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
FIELD DATA
Placement Location: SIDEWALK: NORTH & SOUTH SIDE ALONG BUILDING
Sample Location: 20'W & 1'N FROM NE CORNER OF BUILDING
Date Placed:
7/28/2016
Time Placed:
1:00 PM
Cast By:
ALPHA
Date Received:
Result
Concrete Temp (F):
83
Slump (ASTM C-143);
4.5
Air Content:
5.0 (ASTM C-231)
Ambient Temp (F):
78
Unit Weight:
N/A
Date Issued: 08/04/2016
Our Report #: 161578-8
PM: TODD SMITH
Concrete Supplier: BURNCO
Plant Number: 506
Delivery Ticket No.: 50411763
Batch Time:
12:08:00 PM
Mix ID:
35U500BG
Submitted By:
Saha, Ashoke
Date Received:
7/29/2016
Cured Specification:
ASTM C-31
Specified Strength:
3500
I CYLINDER COMPRESSION TEST RESULTS
Lab
No..
Cure
Type.
Break Cap
Type: Spec:
Date
Tested:
Age
(Days):
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Area:
Sq. In.
Max
Load: PSI:
9
LAB
5 C-1231
8/4/2016
7
8
N/A
4
12.56
29840 2380
10
LAB
C-1231
8/25/2016
28
8
N/A
4
12.56
0
11
LAB
C-1231
8/25/2016
28
8
N/A
4
12.56
0
12
LAB
C-1231
8/25/2016
28
8
N/A
4
12.56
0
CC:
Respectfully Submitted By: —�—�J of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar " = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245083
A LPH A /0'%TEST I N G REPORT OF FIELD
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:
PROJECT:
TEST DATA:
Mira Enterprises
Eastland, Texas
Sonic Restaurant
Coppell, Texas
DATE: 07/14/16
OUR REPORT NO.: 161578-5
TECHNICIAN: A. Saha
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
h
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT*
5
07/14/16
FG
2
10.7
117.3
11.5
114
97
1-A
6
07/14/16
FG
2
10.7
117.3
11.0
1 115
98
1-A
7
07/14/16
FG
2
10.7
117.3
10.9
115
98
1-A
TEST LOCATION: Parkina Lot
5
25' E and 25' N from NW Corner of Building
6
50' E and 25' N from NW Corner of Building
7
20'W and 25' N from NE Corner of Building
1 FILL *A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted.
4. CEMENT TREATED D. RETEST
Todd Smith
ALPHA TESTING, INC.
Our lest results and reports are for the exclusive use of the Client (and their designated red pie nls on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA The
use of our name and test results must receive our written approval Test results and reports apply only to the samples tested a ndlorobserved, and are not indicative of the qua lilies of apparently identical or similar
specimens
A L PH A #%tTESTING REPORT OF FIELD
2209 Wisconsin Street, Suite 100
COMPACTION TESTS
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:
PROJECT:
TEST DATA:
Mira Enterprises
Eastland, Texas
Sonic Restaurant
Coppell, Texas
DATE: 07/08/16
OUR REPORT NO.: 161578-4
TECHNICIAN: A. Saha
TEST
NO,
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT"
1
07/08/16
FG
3
8.7
119.8
12.2
116
97
1-A
2
07/08/16
FG
3
8.7
119.8
11.8
117
98
1-A
3
07/08/16
FG
3
8.7
119.8
12.4
115
96
1-A
4
07/08/16
FG
3
8.7
119.8
12.0
116
97
1-A
TEST LOCATION: Buildina Pad
1
25' E and 25' S from NW Corner of Building Pad
2
25' E and 25' S from SW Corner of Building Pad
3
125'W and 25'S from NE Corner of Building Pad
4
25'W and 25'S from SE Corner of Building Pad
1 FILL *A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Todd Smith
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA The
use of our name and test results must receive our written approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualifies of apparently identical or similar
specimens
ALPHA /TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Mira Enterprises
Eastland, Texas
PROJECT: Sonic Restaurant
Coppell, Texas
TECHNICIAN: Jeff Utley
135
130
125
110
105
100 Ill -
0%
OUR REPORT NO.:
161578-3 DATE: 07/01/16
MATERIAL DESCRIPTION:
DARK BROWN CLAYEY SAND WITH
CRUSHED CONCRETE
CLASSIFICATION:
SC
SAMPLE LOCATION:
20'S x 50'W FROM NE CORNER (COPPELL,
TX)
TEST METHOD:
ASTM D698 -B
SOIL ID NUMBER:
3
MAXIMUM DRY UNIT WEIGHT:
1198 PCF
OPTIMUM MOISTURE CONTENT:
8.7 %
LIQUID LIMIT:
25
PLASTIC LIMIT:
9
PLASTICITY INDEX:
16
% FINER THAN NO. 200 SIEVE:
33%
MOISTURE DENSITY RELATIONSHIP
5% 10% 15% 20% 25% 30%
MOISTURE CONTENT
Res ectfully Submitted,
Todd Smith
ALPHA TESTING, INC.
+ tasT reauna am ropana are 10(Tri? excluelve use of I" rIA W [and lhetr dasrgnGietl recipients on rile Irl our office) and shall not be reproduced andfor dIStributad except wilt, express approval of Alpha. The use of our
name and test results must receive our written approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently Identical or similar specimens
35%
�ALPHA #NJE ST I N r.
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
ED FOR: Mira Enterprises
Eastland, Texas
PROJECT: Sonic Restaurant
Coppell, Texas
TECHNICIAN: Jeff Utlev
iRII
12,'
—71
7
v
N
120
H
2
W
ir
t: 115
Z
}
is[@]
105
100
00
OUR REPORT NO.: 161578-2 DATE: 07/01/16
MATERIAL DESCRIPTION: DARK BROWN CLAYEY SAND SOME
CRUSHED CONCRETE
CLASSIFICATION: SC
SAMPLE LOCATION: 100'N x 20'W FROM SE CORNER (COPPELL,
TX)
TEST METHOD: ASTM D698 -B
SOIL ID NUMBER: 2
MAXIMUM DRY UNIT WEIGHT: 117.3 PCF
OPTIMUM MOISTURE CONTENT: 10.7 %
LIQUID LIMIT: 31
PLASTIC LIMIT: 12
PLASTICITY INDEX: 19
% FINER THAN NO. 200 SIEVE: 82%
MOISTURE DENSITY RELATIONSHIP
b /0 10% 15% 20% 25% 30% 35%
MOISTURE CONTENT
Res ectfully Submitted,
Todd Smith
ALPHA TESTING, INC.
Our teal rasul[Y anA neons are to( the exCluSpve use or trio rr,*M (and [hair de$Nnaled reeiplonts on fife in Our ofhcoj and 04tf ndl be reproduced andfor distrbuted except with express approval of Alpha Tne use er our
name and test results must receive our written approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens
ALPHA /TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Mira Enterprises
Eastland, Texas
(PROJECT: Sonic Restaurant
Coppell, Texas
135
130
125
110
105
100 1116-
0% 0%
Our lest
OUR REPORT NO.: 161578-1 DATE: 07/01/16
MATERIAL DESCRIPTION:
DARK BROWN CLAYEY SAND WITH
CRUSHED CONCRETE
CLASSIFICATION:
SC
SAMPLE LOCATION:
15'N x 30'W FROM SE CORNER (COPPELL,
TX)
TEST METHOD:
ASTM D698 -B
SOIL ID NUMBER:
1
MAXIMUM DRY UNIT WEIGHT:
118.8 PCF
OPTIMUM MOISTURE CONTENT:
11.1 %
LIQUID LIMIT:
32
PLASTIC LIMIT:
12
PLASTICITY INDEX:
20
% FINER THAN NO. 200 SIEVE:
32%
MOISTURE DENSITY RELATIONSHIP
5% 10% 15% 20% 25% 30%
MOISTURE CONTENT
Respectfully Submitted.
Todd Smith
ALPHA TESTING, INC.
are for the Rou%ve use of the r-01(and thairdosignaled retfplents on mein our and" not be repfoducad and/or dis"tdod eximot via express owrovol of Alpha. The
name and test results must receive our written approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
35% I
ALPHA /XTESTING DAILY FIELD
2209 Wisconsin Street, Suite 100
REPORT
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Mira Enterprises DATE: 08/13/16
Eastland, Texas
PROJECT: Sonic Restaurant OUR REPORT NO.: 161578-16
Coppell, Texas
TECHNICIAN: A. Saha
WEATHER: Sunny TEMPERATURE RANGE: 70 to 80 degrees
The Alpha technician traveled to the above referenced site to monitor ongoing work and perform field testing as requested -
4 of 4 x 8 molds were dropped for Slab on Grade at East Patio
Our taorronu@ and reports are for the.nluu.. Uot dt7
test results must receive m—wdae,,---- r__.___..,
in our oScdj and shpt[ not be
Respectfully Submitted,
,,1� /t .
{f a
Todd Smith
ALPHA TESTING, INC.
expressappr—IMA.'all.t Th.iieonin—
. ' 1---r,- — a ampler reared and/orobserved,and are notindicalive oflhe qualites ofapparentlyidentical or similar specimens
ALPNA +%TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229 REPORT OF REINFORCING
Geotechnical I Construction Materials I Environmental
www.alphatesting.com STEEL OBSERVATION
TBPE Firm No. 813
TESTED FOR:
PROJECT:
Mira Enterprises
Eastland, Texas
Sonic Restaurant
Coppell, Texas
DRAWINGS UTILIZED (SHEETS/DETAILS/DATE):
S1.01 / Slab on Grade / 06-27-16
S2.01 / Foundation / 05-27-16
LOCATIONS/ITEMS OBSERVED:
East Side Patio
TEST METHOD: VISUAL OBSERVATION
DATE: 08/13/16
OUR REPORT NO.: 161578-18
PROJECT DATA
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT ITEMS OBSERVED
CORRECT
INCORRECT ITEMS OBSERVED
CORRECT INCORRECT
PLACING DRAWINGS APPROVED
X
IBAR LENGTH AND SPACE
X
COLUMN TIE SPACING & TYPE
N/A
13AR SIZE
X
(PROPER BAR PLACEMENT
X
13TIRRUP SPACING & TYPE
N/A
13AR GRADE
X
IPROPERLY TIED
X
TENDON NO. & SPACING
N/A
REBAR CLEAN
X
DOWEL BARS IN PLACE
X
WELDED SPLICES
N/A
1=ORM CLEAN
X
PROPER BAR SUPPORTS
I X
I IMECHANICAL SPLICES
N/A
IVO. OF BARS
X
PROPER COVER
X
LAPPED SPLICES
N/A
DISCREPANCIES/COMMENTS:
TECHNICIAN: A. Saha
Respectfully Submitted,
r�
1 �
Todd Smith
ALPHA TESTING, INC
Ourtest results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and test results must receive ourwritlen approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of
apparently identical or similar specimens.
Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
FIELD DATA
Placement Location: FIRE LANE: NORTH SIDE OF BUILDING
Sample Location: 50'N & 20'W FROM NE CORNER OF BUILDING
Date Placed: 8/4/2016
Time Placed: 7:30 AM
Cast By: ALPHA
Lab
Result
Concrete Temp (F):
81
Slump (ASTM C-143):
4.0
Air Content:
4.5
Ambient Temp (F):
68
Unit Weight:
N/A
Lab
Cure Break
No.:
Type: Type:
25
LAB 2
26
LAB
(ASTM C-231)
Date Issued: 08/11/2016
Our Report #: 161578-15
PM: TODD SMITH
Concrete Supplier:
BURNCO
Plant Number:
506
Delivery Ticket No.:
50413292
Batch Time:
6:32:00 AM
Mix ID:
35U500BG
Submitted By:
Saha, Ashoke
Date Received:
8/5/2016
Cured Specification:
ASTM C-31
Specified Strength:
3500
CYLINDER COMPRESSION TEST RESULTS
Cap Date
Age
Avg. Avg. Avg Depth/ Area: Max
Spec: Tested.
(Days):
Length Width Diameter Sq. In. Load: PSI:
C-1231 8/11/2016
7
8 N/A 4 12.56 29064 2310
C-1231 9/1/2016
28
8
N/A 4 12.56 0
E28
LAB C-1231 9/1/2016 28 8 N/A 4 12.56 0
LAB C-1231 9/1/2016 28 8 N/A 4 12.56 0
CC:
Respectfully Submitted By:
of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar
out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231Specification and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 246043
tXAlpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTEAS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
201 NORTH DENTON TAP ROAD
Date Issued: 08/10/2016
Our Report #: 161578-13
PM: TODD SMITH
FIELD DATA
Placement Location: FIRE LANE, WEST SIDE OF BUILDING
Sample Location: 45'E & 20'N FROM SW CORNER OF BUILDING
Date Placed: 8/3/2016 Concrete Supplier: BURNCO
Time Placed: 9:30 AM Plant Number: 506
Cast By: ALPHA Delivery Ticket No.: 50413006
CC:
Respectfully Submitted By: of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar ' = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245703
Result
Batch Time:
8:29:00 AM
Concrete Temp (F):
84
Mix ID:
35U500BG
Slump (ASTM C-143):
5.0
Submitted By:
Saha, Ashoke
Air Content:
4.0
(ASTM C-173)
Date Received:
8/4/2016
Ambient Temp (F):
78
Cured Specification: ASTM C-31
Unit Weight:
N/A
Specified Strength:
3500
CYLINDER COMPRESSION TEST RESULTS
Lab Cure
Break
Cap
Date Age
Avg.
Avg. Avg Depth/
Area: Max
No.: Type:
Type:
Spec:
Tested: (Days):
Length
Width Diameter
Sq. In. Load: PSI:
17 LAB
2
C-1231
8/10/2016 7
8
N/A 4
12.56 30490 2430
18 LAB
C-1231
8/31/2016 28
8
N/A 4
12.56 0
19 LAB
C-1231
8/31/2016 28
8
N/A 4
12.56 0
20 LAB
C-1231
8/31/2016 28
8
N/A 4
12.56 0
CC:
Respectfully Submitted By: of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar ' = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245703
ALPHA /TESTING
Dallas,
Texas s7522tr9et, Suite 100 REPORT OF REINFORCING
Geotechnical I Construction Materials I Environmental STEEL OBSERVATION
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Mira Enterprises DATE: 08/02/16
Eastland, Texas
PROJECT: Sonic Restaurant OUR REPORT NO.: 161578-10
Coppell, Texas
DRAWINGS UTILIZED (SHEETS/DETAILS/DATE):
C7.1 Section of Pavina Details / 05-23-16
LOCATIONS/ITEMS OBSERVED;
Canopy Area at North Side of Build
Paving at NW Corner of Buildinq
TEST METHOD: VISUAL OBSERVATION
PROJECT DATA
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT ITEMS OBSERVED
CORRECT
INCORRECT ITEMS OBSERVED
CORRECT INCORRECT
PLACING DRAWINGS APPROVED
X
BAR LENGTH AND SPACE
X
COLUMN TIE SPACING & TYPE
N/A
IBAR SIZE
X
PROPER BAR PLACEMENT
X
STIRRUP SPACING & TYPE
N/A
IBAR GRADE
X
PROPERLY TIED
X
'TENDON NO. & SPACING
N/A
REBAR CLEAN
X
DOWEL BARS IN PLACE
X
WELDED SPLICES
N/A
17ORM CLEAN
X
(PROPER BAR SUPPORTS
X
MECHANICAL SPLICES
N/A
IVO. OF BARS
X
(PROPER COVER
X
ZAPPED SPLICES
N/A
DISCREPANCIES/COMMENTS:
TECHNICIAN: A. Saha
Respectfully Submitted,
Todd Smith
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated reoplenls on file in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of
apparently identical or similar specimens.
Alpha Testing, Inc.
2209 Wisconsin St. Concrete Compression Test
Dallas, TX 75229
(972)620-8911 Report
TBPE Firm No. 813
Tested For: MIRA ENTERPRISES
ATTN: MIKE BATTERS
9500 IH 20
EASTLAND, TX 76448
Fax Number: (254) 629-0978
Project Desc: SONIC RESTAURANT
Date Issued: 08/04/2016
Our Report #: 161578-8
PM: TODD SMITH
201 NORTH DENTON TAP ROAD
CYLINDER COMPRESSION TEST RESULTS
FIELD DATA
Lab
No.:
Cure
Type:
Placement Location:
SIDEWALK: NORTH & SOUTH SIDE ALONG BUILDING
Age
(Days):
Avg.
Length
Sample Location:
20'W & 1'N FROM NE CORNER OF BUILDING
Area:
Sq. In.
Max
Load: PSI:
Date Placed:
7/28/2016
Concrete Supplier:
BURNCO
Time Placed:
1:00 PM
Plant Number:
506
Cast By:
ALPHA
Delivery Ticket No.:
50411763
C-1231
Result
Batch Time:
12:08:00 PM
Concrete Temp (F):
83
Mix ID:
35U500BG
Slump (ASTM C-143):
4.5
Submitted By:
Saha, Ashoke
Air Content:
5.0 (ASTM C-231)
Date Received:
7/29/2016
Ambient Temp (F):
78
Cured Specification:
ASTM C-31
Unit Weight:
N/A
Specified Strength:
3500
CC:
Respectfully Submitted By: of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar ` = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245083
CYLINDER COMPRESSION TEST RESULTS
Lab
No.:
Cure
Type:
Break Cap
Type: Spec:
Date
Tested:
Age
(Days):
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Area:
Sq. In.
Max
Load: PSI:
9
LAB
5 C-1231
8/4/2016
7
8
N/A
4
12.56
29840 2380
10
LAB
C-1231
8/25/2016
28
8
N/A
4
12.56
0
11
LAB
C-1231
8/25/2016
28
8
N/A
4
12.56
0
12
LAB
C-1231
8/25/2016
28
8
N/A
4
12.56
0
I
l
CC:
Respectfully Submitted By: of Alpha Testing, Inc.
Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar ` = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM
C39.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 245083
ALPHA #XTESTING REPORT OF FIELD
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:
PROJECT:
TEST DATA:
Mira Enterprises
Eastland, Texas
Sonic Restaurant
Coppell, Texas
DATE: 07/14/16
OUR REPORT NO.: 161578-5
TECHNICIAN: A. Saha
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT"
5
07/14/16
FG
2
10.7
117.3
11.5
114
97
1-A
6
07/14/16
FG
2
10.7
117.3
11.0
115
98
1-A
7
07/14/16
FG
2
10.7
117.3
10.9
115
98
1-A
TEST
LOCATION: Parking Lot
5
25'E and 25' N from NW Corner of Building
6
50' E and 25' N from NW Corner of Buildin
7
20'W and 25' N from NE Corner of Building
1 FILL *A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Todd Smith
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use or the Client (and the irdesignated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicalive of the qualities of apparently identical or similar
specimens
ALPHA /TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Mira Enterprises
Eastland, Texas
PROJECT: Sonic Restaurant
Coppell, Texas
TECHNICIAN: Jeff Utlev
135
130
125
110
105
100 L-
0%
OUR REPORT NO.: 161578-2 DATE: 07/01/16
MATERIAL DESCRIPTION: DARK BROWN CLAYEY SAND SOME
CRUSHED CONCRETE
CLASSIFICATION: SC
SAMPLE LOCATION: 100'N x 20'W FROM SE CORNER (COPPELL,
TX)
TEST METHOD: ASTM D698 -B
SOIL ID NUMBER: 2
MAXIMUM DRY UNIT WEIGHT: 117.3 PCF
OPTIMUM MOISTURE CONTENT: 10.7 %
LIQUID LIMIT: 31
PLASTIC LIMIT: 12
PLASTICITY INDEX: 19
% FINER THAN NO. 200 SIEVE: 82%
MOISTURE DENSITY RELATIONSHIP
5% 10%
are fof the evdusrve use of thg Client {and their dosigna.ted reap n[5 on NO in
15% 20%
MOISTURE CONTENT
riot
25% 30%
R�ectfully Submitted,
� C/�/"�
Todd Smith
ALPHA TESTING, INC.
uletl e%C®AI with eXAreSS.YbbrMl of Aldha. The
name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
35%
135
130
125
r..
7
v
N
:2 120
H
2
i7
W
~ 115
Z
}
Ir
110
105
100 111-
0%
results and feporls are to( the w%fdusive use
MOISTURE DENSITY RELATIONSHIP
5% 10% 15% 20% 25% 30% 35%
MOISTURE CONTENT
Res ectfully Submitted,
Todd Smith
ALPHA TESTING, INC.
of the Cilettl {and their desi¢nalad mcipieats on file in ouroihtel and shall nor he fapmducad andfor dielfalpted extent wen exoress A erne! n}.wnnn n—uw nl ni it
name and test results must receive our written approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
ALPHA
#NJESTING
OUR REPORT NO.:
161578-1 DATE: 07/01/16
2209 Wisconsin Street, Suite 100
MATERIAL DESCRIPTION:
DARK BROWN CLAYEY SAND WITH
Dallas, Texas 75229
CRUSHED CONCRETE
Geotechnical I Construction Materials I Environmental
CLASSIFICATION:
SC
www.alphatesting.com
SAMPLE LOCATION:
15'N x 30'W FROM SE CORNER (COPPELL,
TBPE Firm No. 813
TX)
TEST METHOD:
ASTM D698 -B
TESTED FOR: Mira Enterprises
SOIL ID NUMBER:
1
Eastland, Texas
MAXIMUM DRY UNIT WEIGHT:
118.8 PCF
OPTIMUM MOISTURE CONTENT:
11.1 %
LIQUID LIMIT:
32
PROJECT: Sonic Restaurant
PLASTIC LIMIT:
12
Coppell, Texas
PLASTICITY INDEX:
20
% FINER THAN NO. 200 SIEVE:
32%
TECHNICIAN: Jeff Utlev
135
130
125
r..
7
v
N
:2 120
H
2
i7
W
~ 115
Z
}
Ir
110
105
100 111-
0%
results and feporls are to( the w%fdusive use
MOISTURE DENSITY RELATIONSHIP
5% 10% 15% 20% 25% 30% 35%
MOISTURE CONTENT
Res ectfully Submitted,
Todd Smith
ALPHA TESTING, INC.
of the Cilettl {and their desi¢nalad mcipieats on file in ouroihtel and shall nor he fapmducad andfor dielfalpted extent wen exoress A erne! n}.wnnn n—uw nl ni it
name and test results must receive our written approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.