HomeMy WebLinkAboutCell Tower - FTP Site No. PIFL067.150' Cell Tower - Caisson Foundation.2...Report Number:
Service Date:
Report Date:
Task:
Client
Ft. Pierce, FL
DiGiorgio Road and Enterprise Road
150 Foot Monopole Cell Tower - Fort Pierce Site No. PIFL067Electrical Design Consultants
Attn: Jason Smith
23 Overbrook Ct
Newnan, GA 30263
(772) 343-9787 Reg No: 6870
Port St Lucie, FL 34986-2261
645 NW Enterprise Dr Ste 107
HB201044.0002A
10/07/20
11/05/20 Revision 3 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: HB201044
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
4509RW
Maschmeyer
Material Information
1121
649
Plant:
Ticket No.:
104
2472817
Field Test Data
Test
Air Content (%):
Result Specification
7 3/4 8.5 ±1.5
2.25 3
88 N/A
86 N/A
N/A
4,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):N/A
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:10/07/20 1200
Michael Cohen
Sunny
10 10
150' Monopole Cell Tower - Caisson
Foundation (Bottom Half)
Sample Location:
Placement Method:Tremie pipe
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
150' Monopole Cell Tower - Caisson
Foundation (Bottom Half)
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
By
1 A 4.02 12.69 10/08/20 10/10/20 3 72,709 3 5,730 EKY
1 B 4.01 12.63 10/08/20 10/14/20 7 81,211 2 6,430 MG
1 C 4.01 12.63 10/08/20 10/21/20 14 90,070 3 7,130 EKY
1 D 4.01 12.63 10/08/20 11/04/20 28 99,812 3 7,900 EKY
1 E 4.02 12.69 10/08/20 11/04/20 28 96,464 3 7,600 EKY
1 F 4.02 12.69 10/08/20 11/04/20 28 94,098 2 7,410 EKY
Average (28 days) 7,640
1 G 10/08/20 Hold
Initial Cure:Final Cure:Outside in shade Water Storage Tank
Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
First (1st) Set of Test Cylinders
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.
Page 1 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client
Ft. Pierce, FL
DiGiorgio Road and Enterprise Road
150 Foot Monopole Cell Tower - Fort Pierce Site No. PIFL067Electrical Design Consultants
Attn: Jason Smith
23 Overbrook Ct
Newnan, GA 30263
(772) 343-9787 Reg No: 6870
Port St Lucie, FL 34986-2261
645 NW Enterprise Dr Ste 107
HB201044.0002A
10/07/20
11/05/20 Revision 3 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: HB201044
Samples Made By: Terracon
Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Field
testing in accordance with ASTM C31.
Services:
Reported To:
Contractor:
Report Distribution:
(1) Electrical Design Consultants,
jws@graneto.com
(1) RW Harris Inc, andy@rwharrisinc.com
EDC
Client
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C173, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Michael Cohen
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.
Page 2 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client
Ft. Pierce, FL
DiGiorgio Road and Enterprise Road
150 Foot Monopole Cell Tower - Fort Pierce Site No. PIFL067Electrical Design Consultants
Attn: Jason Smith
23 Overbrook Ct
Newnan, GA 30263
(772) 343-9787 Reg No: 6870
Port St Lucie, FL 34986-2261
645 NW Enterprise Dr Ste 107
HB201044.0002A
10/07/20
11/05/20 Revision 3 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: HB201044
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
4509RW
Maschmeyer
Material Information
1229
616
Plant:
Ticket No.:
104
2472828
Field Test Data
Test
Air Content (%):
Result Specification
7 1/2 8.5 ±1.5
2.5 3
88 N/A
86 N/A
N/A
4,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):N/A
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:10/07/20 1307
Michael Cohen
Sunny
60 10
150' Monopole Cell Tower - Caisson
Foundation (Top Half)
Sample Location:
Placement Method:Other (Please see Comments)
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
150' Monopole Cell Tower - Caisson
Foundation (Top Half)
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
By
2 A 4.02 12.69 10/08/20 10/10/20 3 69,339 2 5,460 EKY
2 B 4.01 12.63 10/08/20 10/14/20 7 77,278 1 6,120 MG
2 C 4.01 12.63 10/08/20 10/21/20 14 90,905 3 7,200 EKY
2 D 4.01 12.63 10/08/20 11/04/20 28 94,824 3 7,510 EKY
2 E 4.02 12.69 10/08/20 11/04/20 28 93,458 2 7,360 EKY
2 F 4.02 12.69 10/08/20 11/04/20 28 92,603 3 7,300 EKY
Average (28 days) 7,390
2 G 10/08/20 Hold
Initial Cure:Final Cure:Outside in shade Water Storage Tank
Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Second (2nd) Set of Test Cylinders
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.
Page 3 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client
Ft. Pierce, FL
DiGiorgio Road and Enterprise Road
150 Foot Monopole Cell Tower - Fort Pierce Site No. PIFL067Electrical Design Consultants
Attn: Jason Smith
23 Overbrook Ct
Newnan, GA 30263
(772) 343-9787 Reg No: 6870
Port St Lucie, FL 34986-2261
645 NW Enterprise Dr Ste 107
HB201044.0002A
10/07/20
11/05/20 Revision 3 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: HB201044
Samples Made By: Terracon
Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Field
testing in accordance with ASTM C31.
Services:
Reported To:
Contractor:
Report Distribution:
(1) Electrical Design Consultants,
jws@graneto.com
(1) RW Harris Inc, andy@rwharrisinc.com
Michael, O'Connor, P.E.
Principal, FL Reg. No. 44082
EDC
Client
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C173, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Michael Cohen
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.
Page 4 of 4CR0001, 11-16-12, Rev.6