HomeMy WebLinkAboutTerracon - 5/09/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0237
Service Date: 05/09/18 2501 E Loop 820 N
Report Date: 06/14/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
1877
Supplier:
Argos
Batch Time:
1515
Truck No.:
5111
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Plant:
Ticket No.: 12328054
Result
4
6.0
88
96
145.6
44.0
Specification
3-5
4.5-7.5
50-95
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
05/09/18 Sample Time: 1600
Daniel Blocker
clear
10 Batch Size (cy): 10
bucket
Pier Cap @ G.4/7.6
Pier Cap Hotel @ GL ( G.4/7.6)
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Avg Diam.
Area
Date
Date
Test
Load
Strength
Fracture Tested
No. ID (in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type By
1 A 4.00
12.57
05/10/18
05/16/18
7
53,710
4,270
5
1 B 4.00
12.57
05/10/18
06/06/18
28
68,390
5,440
4
1 C 4.00
12.57
05/10/18
06/06/18
28
67,180
5,350
2
1 D 4.00
12.57
05/10/18
06/06/18
28
71,820
5,720
4
Average
(28 days)
5,500
1 E
05/10/18
Hold
Initial Cure: Outside
Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
Senior Project Manager
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.
cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0237
Service Date: 05/09/18
Report Date: 06/14/18 Revision 1 - 28 -day results
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0237
Service Date: 05/09/18 2501 E Loop 820 N
Report Date: 05/25/18 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
1877
Supplier:
Argos
Batch Time:
1515
Truck No.:
5111
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Plant:
Ticket No.: 12328054
Set Specimen Avg Diam.
Result
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
53,710
Initial Cure: Outside
06/06/18
Comments:
4
6.0
88
96
145.6
44.0
Specification
3-5
4.5-7.5
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at Maximum
Area
Date Date
Test
Load
(sq in)
Received Tested
(days)
(lbs)
12.57
05/16/18
7
53,710
12.57
06/06/18
28
12.57
06/06/18
28
12.57
06/06/18
28
Hold
Final Cure: Moist Room
05/09/18 Sample Time: 1600
Daniel Blocker
clear
10 Batch Size (cy): 10
bucket
pier cap @ G.4/7.6
pier cap hotel @ GL ( G.4/7.6)
Compressive
Strength Fracture Tested
(psi) Type By
4,270 5
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.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
Senior Project Manager
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.
Cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0237
Service Date: 05/09/18
Report Date: 05/25/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0236
Service Date: 05/09/18 2501 E Loop 820 N
Report Date: 06/08/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information
Sample Information
Specified Strength: 3,000
psi @ 28
days
Sample Date:
05/09/18 Sample Time: 1445
Sampled By:
Daniel Blocker
Mix ID: 1792
Weather Conditions:
clear
Supplier: Argos
Accumulative Yards:
50 Batch Size (cy): 10
Batch Time: 1415
Plant:
123
Placement Method:
pump
Truck No.:
Ticket No.:
12328041
Water Added Before (gal):
Field Test Data
Water Added After (gal):
Sample Location:
Footing @ GL (P6/17)
Test
Result
Specification
Placement Location:
Footing @ GL (P4.5 -P7.5/17.2-16.5)
Slump (in):
41/2
3-5
Pour # 5
Air Content (%):
2.0
0-3
Concrete Temp. (F):
85
50-95
Ambient Temp. (F):
92
Plastic Unit Wt. (pcf):
149.2
Yield (Cu. Yds.):
44.9
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Avg Diam. Area
Date
Date Test Load
Strength Fracture Tested
No. ID (in)
(sq in)
Received
Tested (days) (lbs)
(psi) Type By
1 A 4.00
12.57
05/10/18
05/16/18 7 55,190
4,390 4
1 B 4.00
12.57
05/10/18
06/06/18 28 76,580
6,090 4
1 C 4.00
12.57
05/10/18
06/06/18 28 72,040
5,730 2
1 D 4.00
12.57
05/10/18
06/06/18 28 74,770
5,950 3
Average (28 days)
5,930
1 E
05/10/18
Hold
Initial Cure: Outside
Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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.: Daniel Blocker
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
Senior Project Manager
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.
cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0236
Service Date: 05/09/18
Report Date: 06/08/18 Revision 1 - 28 -day results
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0236
Service Date: 05/09/18 2501 E Loop 820 N
Report Date: 05/25/18 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 3,000 psi @ 28 days
Mix ID: 1792
Supplier: argos
Batch Time: 1415
Truck No.:
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Plant: 123
Ticket No.: 12328041
Set Specimen Avg Diam.
Result
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
55,190
Initial Cure: Outside
06/06/18
Comments:
41/2
2.0
85
92
149.2
44.9
Specification
3-5
0-3
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at Maximum
Area
Date Date
Test
Load
(sq in)
Received Tested
(days)
(lbs)
12.57
05/16/18
7
55,190
12.57
06/06/18
28
12.57
06/06/18
28
12.57
06/06/18
28
Hold
Final Cure: Moist Room
05/09/18 Sample Time: 1445
Daniel Blocker
clear
50 Batch Size (cy): 10
PUMP
Footing @ GL (P6/17)
Footing @ GL (P4.5 -P7.5/17.2-16.5)
pour # 5
Compressive
Strength Fracture Tested
(psi) Type By
4,390 4
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.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
Senior Project Manager
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.
cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0236
Service Date: 05/09/18
Report Date: 05/25/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 95181011.0235
Service Date: 05/09/18
Report Date: 05/15/18
Client
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Material Information
Source of Material: Native
Proposed Use: Common Fill
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method B
Sample Preparation: Dry
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf): 113.3
Optimum Water Content (%): 15.5
Comments:
Project
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600 Reg No: F-3272
Sample Information
Sample Date: 05/09/18
Sampled By: Adam Wood
Sample Location: North of Hotel Grade Beam
Sample Description: Brown Sandy Clay with Trace of LSF
Result
Liquid Limit: 41
Plastic Limit: 15
Plasticity Index: 26
In -Place Moisture (%):
Passing #200 (%): 59.1
USCS:
Specifications
Zero Air Voids Curve for Assumed Specific
Gravity 2.70
11
5
C,114
Q_ 113
112
� 111
110
109
108
107
106
D
105
11 12 13 14 15 16 17 18 19 20 21
Water Content (%)
Services: Obtain a sample of fill material at the project site and return it to the laboratory. Prepare and test the sample for Moisture -
Density Relations and Atterberg Limits.
Terracon Rep.: Adam Wood
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
John, Tupa
- Project Manager
Test Methods: ASTM D698, ASTM Dl l40, ASTM D4318
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.
cxoo06, 10-16-13, Rev.7 Page 1 of l
Distribution Page
Report Number: 95181011.0235
Service Date: 05/09/18
Report Date: 05/15/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
FIELD DENSITY TEST REPORT Irerracon
Report Number: 95181011.0234
Service Date: 05/09/18 2501 E Loop 820 N
Report Date: 05/17/18 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Lab Test Data Project Requirements
Mat. Proctor
No. Ref. No.
2 95181011.0235
Field Test Data
Classification and Description
Brown Sandy Clay with Trace of
LSF
Test
No. Test Location
Ext. GB
Laboratory
Test Method
ASTM D698
Optimum
Water
Max. Lab
Water
Content
Density
Content Compaction
(%)
(pcf)
(%) (%)
15.5
113.3
�3 over Op 93+
Probe Wet Water Water Dry Percent
Lift / Mat. Depth Density Content Content Density Compaction
Elev. No. (in) (pcf) (pcf) (%) (pcf) (%)
47 See Attached
3' BFG
2
8
125.6
20.7
19.7
104.9
93
48
T
2
8
126.6
20.9
19.8
105.7
93
49
1'
2
8
124.7
19.7
18.8
105.0
93
50
FG
2
8
125.8
19.7
18.6
106.1
94
51
3'
2
8
127.0
20.8
19.6
106.2
94
52
2'
2
8
127.8
22.0
20.8
105.8
93
53
1'
2
8
128.3
21.4
20.0
106.9
94
54
FG
2
8
128.9
21.4
19.9
107.5
95
Datum:
S/N: Make: Model: Last Cal. Date:
Comments: Test and/or retest results on this report meet project requirements as noted above.
Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition (ASTM D-6938).
Terracon Rep.: Adam Wood
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Test Methods: ASTM D6938
Reviewed By:
Senior Project Manager
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.
cRoo07, 11-16-12, Rev.7 Page 1 of 1
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Grapevine Main Phase 1
Site Plan:
flerracon
Report Number: 95181011.0234
815 South Main Street
Technician: Adam Wood 2501 E Loop 820 N
Grapevine, TX 76051
Date: 05/09/18 Fort Worth, TX 76118-6978
Scale: Not to Scale 817-268-8600 Reg No: F-3272
BDOOOL, 08-24-13, Rev.1
Distribution Page
Report Number: 95181011.0234
Service Date: 05/09/18
Report Date: 05/17/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0232A
Service Date: 05/09/18
Report Date: 05/15/18
Irerracon
2501 E Loop 820 N
Fort Worth. TX 76118-6978
817-268-8600 Reg No: F-3272
Client Project
Coury Hospitality Grapevine Main Phase 1
Attn: Mark Brooks 815 South Main Street
7134 S Yale, Ste 400 Grapevine, TX 76051
Tulsa, OK 74136
Project Number: 95181011
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 5
Report No.: 95181011.0232
No. of Cylinders: 1 set of 5 (4x8)
Services:
Terracon Rep.: Adam Wood
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
J Senior Project Manager
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.
cT0001, 9-28-10, Rev.8 Page 1 of 1
Distribution Page
Report Number: 95181011.0232A
Service Date: 05/09/18
Report Date: 05/15/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600