HomeMy WebLinkAboutTerracon - 9/27/2018 (4)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0472
Service Date: 09/27/18 2501 E Loop 820 N
Report Date: 10/26/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978
Task: Parkine Garace 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
Maximum
Material Information
Set Specimen Avg Diam.
Sample Information
Date Date
Specified Strength: 5,000
psi @
28 days
Sample Date:
09/27/18 Sample Time: 0752
(sq in)
Received Tested
(days)
Sampled By:
Gustavo Duenez
Mix ID: 9041
1 A 4.00
12.57
Weather Conditions:
Mostly Cloudy
Supplier: ARGOS
5,710
4
Accumulative Yards:
9/279 Batch Size (cy): 9
Batch Time: 0708
Plant:
123,111
Placement Method:
Pump
Truck No.: 5105
Ticket No.:
12332857
Water Added Before (gal):
104,040
Field Test Data
3
1 D 4.00
Water Added After (gal):
10/25/18
28
102,860
8,190
Sample Location:
P10.5/17.8
Test
Result
Specification
Placement Location:
level 4 pour 3 paving P5,P11/17,18
Slump (in):
9
5-9
P4,P11/15,16
Air Content (%):
5.9
3-6
1 F
Concrete Temp. (F):
76
50-95
Ambient Temp. (F):
60
Final Cure: Moist Room
Plastic Unit Wt. (pcf):
144.8
Yield (Cu. Yds.):
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
09/29/18
2
71,800
5,710
4
1 B 4.00
12.57
10/04/18
7
89,970
7,160
2
1 C 4.00
12.57
10/25/18
28
104,040
8,280
3
1 D 4.00
12.57
10/25/18
28
102,860
8,190
4
1 E 4.00
12.57
10/25/18
28
104,430
8,310
2
Average
(28 days)
8,260
1 F
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.: Gustavo Duenez
Reported To:
Contractor: Manhattan
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 Pagel of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0472
Service Date: 09/27/18 2501 E Loop 820 N
Report Date: 10/26/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978
Task: Parkine Garace 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
Maximum
Material Information
Set Specimen Avg Diam.
Sample Information
Date Date
Specified Strength: 5,000
psi @ 28
days
Sample Date:
09/27/18 Sample Time: 0950
(sq in)
Received Tested
(days)
Sampled By:
Gustavo Duenez
Mix ID: 9041
2 A 4.00
12.57
Weather Conditions:
Mostly Sunny
Supplier: ARGOS
3,990
4
Accumulative Yards:
108/279 Batch Size (cy): 9
Batch Time: 0915
Plant:
123,111
Placement Method:
Pump
Truck No.: 5114
Ticket No.:
12332871
Water Added Before (gal):
78,870
Field Test Data
4
2 D 4.00
Water Added After (gal):
10/25/18
28
80,300
6,390
Sample Location:
P6/17.8
Test
Result
Specification
Placement Location:
level 4 pour 3 paving P5,P11/17,18
Slump (in):
9
5-9
P4,P11/15,16
Air Content (%):
6.0
3-6
2 F
Concrete Temp. (F):
78
50-95
Ambient Temp. (F):
63
Final Cure: Moist Room
Plastic Unit Wt. (pcf):
145.6
Yield (Cu. Yds.):
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
09/29/18
2
50,120
3,990
4
2 B 4.00
12.57
10/04/18
7
71,000
5,650
4
2 C 4.00
12.57
10/25/18
28
78,870
6,280
4
2 D 4.00
12.57
10/25/18
28
80,300
6,390
5
2 E 4.00
12.57
10/25/18
28
80,990
6,440
3
Average
(28 days)
6,370
2 F
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.: Gustavo Duenez
Reported To:
Contractor: Manhattan
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 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0472
Service Date: 09/27/18 2501 E Loop 820 N
Report Date: 10/26/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978
Task: Parkine Garace 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
Maximum
Material Information
Set Specimen Avg Diam.
Sample Information
Date Date
Specified Strength: 5,000
psi @
28 days
Sample Date:
09/27/18 Sample Time: 1151
(sq in)
Received Tested
(days)
Sampled By:
Gustavo Duenez
Mix ID: 9041
3 A 4.00
12.57
Weather Conditions:
Sunny
Supplier: ARGOS
4,130
2
Accumulative Yards:
207/279 Batch Size (cy): 9
Batch Time: 1100
Plant:
123,111
Placement Method:
Pump
Truck No.: 4033
Ticket No.:
11123242
Water Added Before (gal):
84,320
Field Test Data
2
3 D 4.00
Water Added After (gal):
10/25/18
28
81,130
6,460
Sample Location:
P7/15.2
Test
Result
Specification
Placement Location:
level 4 pour 3 paving P5,P11/17,18
Slump (in):
83/4
5-9
P4,P11/15,16
Air Content (%):
6.0
3-6
3 F
Concrete Temp. (F):
85
50-95
Ambient Temp. (F):
70
Final Cure: Moist Room
Plastic Unit Wt. (pcf):
144.4
Yield (Cu. Yds.):
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
3 A 4.00
12.57
09/29/18
2
51,880
4,130
2
3 B 4.00
12.57
10/04/18
7
70,000
5,570
4
3 C 4.00
12.57
10/25/18
28
84,320
6,710
2
3 D 4.00
12.57
10/25/18
28
81,130
6,460
4
3 E 4.00
12.57
10/25/18
28
80,770
6,430
4
Average
(28 days)
6,530
3 F
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.: Gustavo Duenez
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 3 of 3
Distribution Page Irerracon
Report Number: 95181011.0472
Service Date: 09/27/18 2501 E Loop 820 N
Report Date: 10/26/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978
Task: Parking Garage 817-268-8600
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) City of Grapevine TX, Hans Strayer
(1) City of Grapevine TX, Paul M Lee
(1) City of Grapevine TX, Scott Williams
(1) City of Grapevine TX, sbatte@grapevinetexas.gov
(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, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Jaehyung Ahn
(1) Manhattan Construction Co, Klint Robertson
(1) Manhattan Construction Co, Matthew Powell
(1) Manhattan Construction Co, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva