HomeMy WebLinkAboutTerracon - 5/17/2018DRILLED PIER OBSERVATION REPORT
Report Number: 95181011.0251
Irerracon
Service Date: 05/17/18 2501 E Loop 820 N
Report Date: 06/06/18 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
Proiect Number: 95181011
On this date, a Terracon technician arrived at the above referenced jobsite as scheduled for Drilled Pier Observation. See attached sheet
for recorded data.
NOTE: Elevation data provided by others or taken from plans.
Services: Drilled Pier Observation
Terracon Rep.: Daniel Blocker
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
�,Tuipa
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.
sC0001, 10-16-13, Rev.10 Page 1 of 1
DRILLED PIER OBSERVATION
Report Number: 95181011.0251
Service Date: May 17, 2018
Client: Brooks Hospitality Consulting Corp
Attn: Mark Brooks
206 Oldenwood Ct
Colleyville, TX 76034
Driller: CMG
1 rerracon
2501 E. Loop 820 North
Fort Worth, Texas 76118
817-268-8600 Reg No: F-3272
Project:
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project No.: 95181011
Technician: Dan Blocker
Pier Identification
P9/15
Pier Diameter (in.)
48
Top of Ground Elevation (ft.)
633.02
Top of Pier Elevation (ft.)
630.16
Depth to Bearing Stratum from Ground (ft.)
35.0
Depth of Pier from Ground (ft.)
64.6
Required Penetration (ft.)
27.0
Actual Penetration (ft.)
29.6
Depth from Top of Concrete (ft.)
61.8
Condition of Bottom (wet or dry)
Dry
Plumb Within Tolerance (yes or no)
Yes
Casing Diameter (in.)
52
Cased Depth (ft.)
30.0
Number of Vertical Bars (ea.)
16
Reinforcing Bar Size (#)
10
Length of Vertical Bars (ft.)
64.4
Time Drilling was Completed
5/17/2018
Time Concrete was Placed
Page 1 of 1
Distribution Page
Report Number: 95181011.0251
Service Date: 05/17/18
Report Date: 06/06/18
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: 95181011.0250A
Service Date: 05/17/18
Report Date: 05/25/18
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
On 5/17/18 a representative of Terracon was present at the above referenced project to obtain one set of five concrete test cylinders
cast on 5/16/18. The samples were taken back to the Terracon laboratory where they were cured under general accordance with
ASTM C31 and will be reported under separate cover 95181011.0250.
Services:
Terracon Rep.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�Mn,
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: 95181011.0250A
Service Date: 05/17/18
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: 95181011.0248
Service Date: 05/17/18 2501 E Loop 820 N
Report Date: 06/15/18 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 Sample Date:
05/17/18 Sample Time: 1315
Sampled By:
Daniel Blocker
Mix ID: 3641
Weather Conditions:
clear
Supplier:
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 1235
Plant:
Placement Method:
pump
Truck No.: 5106
Ticket No.:
12328426 Water Added Before (gal):
Field Test Data
Water Added After (gal):
Sample Location:
Grade Beam @ GL (P8/16.4)
Test
Result
Specification Placement Location:
Grade beam @ GL(P8-P11/16.3-17)
Slump (in):
5
3-5
Air Content (%):
3.2
3-6
Concrete Temp. (F):
86
Ambient Temp. (F):
90
Plastic Unit Wt. (pcf):
146.0
Yield (Cu. Yds.):
44.1
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
05/24/18 7 40,470
3,220 4
1 B 4.00
12.57
06/14/18 28 62,510
4,970 4
1 C 4.00
12.57
06/14/18 28 58,450
4,650 2
1 D 4.00
12.57
06/14/18 28 60,000
4,770 4
Average (28 days)
4,800
1 E
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.
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 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0248
Service Date: 05/17/18 2501 E Loop 820 N
Report Date: 06/15/18 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: 3641
Supplier:
Batch Time: 1500
Truck No.: 9030
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Plant:
Ticket No.: 12328445
Result
5
4.0
88
92
145.6
44.0
Specification
3-5
3-6
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
05/17/18 Sample Time: 1545
Daniel Blocker
clear
110 Batch Size (cy): 10
PUMP
Grade Beam @ GL (P10.5/17)
Grade beam @ GL(P8-P11/16.3-17)
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
2 A 4.00
12.57
05/24/18
7
44,410
3,530
3
2 B 4.00
12.57
06/14/18
28
58,060
4,620
2
2 C 4.00
12.57
06/14/18
28
57,050
4,540
4
2 D 4.00
12.57
06/14/18
28
60,840
4,840
5
Average
(28 days)
4,670
2 E
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 2 of 2
Distribution Page
Report Number: 95181011.0248
Service Date: 05/17/18
Report Date: 06/15/18 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 SAMPLE PICK-UP REPORT
Report Number: 95181011.0248A
Service Date: 05/17/18
Report Date: 05/25/18
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
On 5/18/18 a representative of Terracon was present at the above referenced project to obtain 2 set(s) of 5 concrete test cylinders cast
on 5/17/18. The samples were taken back to the Terracon laboratory where they were cured under general accordance with ASTM
C31 and will be reported under separate cover 95181011.0248.
Services:
Terracon Rep.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�Mn,
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: 95181011.0248A
Service Date: 05/17/18
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: 95181011.0248
Service Date: 05/17/18 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: 3641
Supplier:
Batch Time: 1235 Plant:
Truck No.: 5106 Ticket No.: 12328426
Field Test Data
Test
Result
Slump (in):
5
Air Content (%):
3.2
Concrete Temp. (F):
86
Ambient Temp. (F):
90
Plastic Unit Wt. (pcf):
146.0
Yield (Cu. Yds.):
44.1
Laboratory Test Data
Set Specimen Avg Diam.
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
40,470
Initial Cure: Outside
06/14/18
Comments:
Specification
3-5
3-6
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
05/24/18
7
40,470
12.57
06/14/18
28
12.57
06/14/18
28
12.57
06/14/18
28
Hold
Final Cure: Moist Room
05/17/18 Sample Time: 1315
Daniel Blocker
clear
10 Batch Size (cy): 10
PUMP
Grade Beam @ GL (P8/16.4)
Grade beam @ GL(P8-P11/16.3-17)
Compressive
Strength Fracture Tested
(psi) Type By
3,220 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.
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 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0248
Service Date: 05/17/18 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: 3641
Supplier:
Batch Time: 1500
Truck No.: 9030
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.: 12328445
Set Specimen Avg Diam.
Result
No. ID
(in)
2 A
4.00
2 B
4.00
2 C
4.00
2 D
4.00
2 E
44,410
Initial Cure: Outside
06/14/18
Comments:
5
4.0
88
92
145.6
44.0
Specification
3-5
3-6
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
05/24/18
7
44,410
12.57
06/14/18
28
12.57
06/14/18
28
12.57
06/14/18
28
Hold
Final Cure: Moist Room
05/17/18 Sample Time: 1545
Daniel Blocker
clear
110 Batch Size (cy): 10
PUMP
Grade Beam @ GL (P10.5/17)
Grade beam @ GL(P8-P11/16.3-17)
Compressive
Strength Fracture Tested
(psi) Type By
3,530 3
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 2 of 2
Distribution Page
Report Number: 95181011.0248
Service Date: 05/17/18
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: 95181011.0253
Service Date: 05/17/18
Report Date: 05/23/18
Client
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Material Information
Source of Material: Imported
Proposed Use: Flex Base
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method C
Sample Preparation: Wet
Rammer Type: Mechanical
Oversized Particles (%): 26.5
Moisture (%): 5.5
Sieve for Oversize Fraction: 3/4
Assumed Bulk Specific Gravity
of Oversized Particles: 2.28
Corrected for Oversized Particles (ASTM D4718)
Maximum Dry Unit Weight (pcf): 119.9
Optimum Water Content (%): 11.7
Uncorrected Values
Maximum Dry Unit Weight (pcf): 113.4
Optimum Water Content (%): 14.0
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: 05/17/18
Sampled By: Daniel Blocker
Sample Location: On site stockpile
Sample Description: Crushed Concrete
Result
Liquid Limit: 30
Plastic Limit: 28
Plasticity Index: 2
In -Place Moisture (%):
USCS:
Specifications
- • 1 . • - . 1 -• •-
!!!!!!!\�!!!1
7 8 9 10 11 12 13 14 15 16 17 18 19
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.: Daniel Blocker
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
John, Pupa
Senior Project Manager
Test Methods: ASTM D698, 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
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
RFPORT
Report Number: 95181011.0253
Irerracon
Service Date: 05/17/18 2501 E Loop 820 N
Report Date: 05/23/18 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
Material Description:
Method of Tests:
Crushed Concrete
Tex 110-E
The above aggregate complies with TxDOT Item 247, Type A, Grade 1-2
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.: Daniel Blocker
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
�Mn,
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.
eT000l, 9-28-10, Rev.8 Page 1 of 1
TXDOT
Cumulative
Type A, Grade 1-2
Sieve Size
% Retained
Specifications
2 'h"
0
0
1 3/4"
0
0-10
7/8"
15.5
10-35
3/8"
45.1
30-65
No. 4
60.7
45-75
No. 40
85.7
65-90
The above aggregate complies with TxDOT Item 247, Type A, Grade 1-2
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.: Daniel Blocker
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
�Mn,
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.
eT000l, 9-28-10, Rev.8 Page 1 of 1
Distribution Page
Report Number: 95181011.0253
Service Date: 05/17/18
Report Date: 05/23/18
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