831 Beach Ave RES23-0016 Compression Strenght of Grout LEGACY 6415 Greenland Road
Jacksonville, FL 32258
E N G I N E E R I N G 904-721-1100 Office
Report Of: Compressive Strength of Grout Cubes Lab No: 102146-2
Report No: 004
Project No: 23-2436 Page 2 of 2
Client: Castle Ridge Builders, Inc. Project: 831 Beach Ave
Ron Browder
16201 Waterville Road
Jacksonville, FL 32226
Report Date: 06/08/2023
Test Date: 05/31/2023
Tested By: Trull, Jamie
By Order Of: Tim (Brevard)
Client PO: 831
Set: 2 of 2 Material: Number of Specimens: 6
Location: Auger Piles#48-#52
Total Average
Specimen Age Tested Width X Width Height Area Out of Load Strength Strength Tested
Number (days) (in) (in) (in) (sq in) Plumb, (Ibs) (PSI) (PSI) By
1 7 1.96 1.94 2.00 3.80 < 1 12,710 3,340 D. McSwain
2 7 1.96 1.94 2.00 3.80 < 1 12,310 3,240 3,290 D. McSwain
3 28 2.00 2.00 2.00 4.00 < 1
4 28 2.00 2.00 2.00 4.00 < 1
5
6
Specification: 5,000 psi @ 28 days
Description of Mold: 6 Units of 2x2x2 Grout Cubes
Type Curing: Standard Transported By: JT
Time Sampled: 1:30 pm Date Received: 6/1/2023
Ambient Temp: 79°F Time Received:
Mix Temp: 95°F Source: Cemex
Slump: 10 Inches Truck No: 10064641
Weather: Ticket No: 39292301
Mix Code: 1573623
Remarks:
Test Method (As Applicable): C780-A7, C109
Orig:Castle Ridge Builders,Inc.Attn:Ron Browder �t wi"+w 4uHry,
(1-eccopy) Respectfully S4,tx%tttQgTyrr,�,
1-cc Castle Ridge Builders,Inc.Attn: Ron Browder
1-cc Castle Ridge Builders,Inc.Attn: Ron Browder Legacy Engifl@@r$ �/
1-cc Laboratory
j* A� >
STATE
sS y'•..,c 4,
John E.Ekis ll,P.
n.r",rrnni,A,,a....0 06/08/2023
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
�CD
LEGACY Jacksonville,
Greenland Road
FL 32258
.% E N G I N E E R I N G 904-721-1100 Office
Report Of: Compressive Strength of Grout Cubes Lab No: 102144-2
Report No: 002
Project No: 23-2436 Page 1 of 1
Client: Castle Ridge Builders, Inc. Project: 831 Beach Ave
Ron Browder
16201 Waterville Road
Jacksonville, FL 32226
Report Date: 06/08/2023
Test Date: 05/30/2023
Location: Auger Piles#1-4 Tested By: Trull, Jamie
By Order Of: Tim (Brevard)
Client PO: 831
Total Average
Specimen Age Tested Width X Width Height Area Out of Load Strength Strength Tested
Number (days) (in) (in) (in) (sq in) Plumb, (Ibs) (PSI) (PSI) By
1 7 2.02 2.01 2.01 4.06 < 1 12,510 3,080 G. Barham
2 7 2.01 2.02 2.00 4.06 < 1 12,580 3,100 3,090 G. Barham
3 28 2.00 2.00 2.00 4.00 < 1
4 28 2.00 2.00 2.00 4.00 < 1
5
6
Specification: 5,000 psi @ 28 days
Description of Mold: 6 Units of 2x2x2 Grout Cubes
Type Curing: Standard Transported By: Jamie Trull
Time Sampled: 11:35 am Date Received: 5/31/2023
Ambient Temp: 71°F Time Received: 4:30 pm
Mix Temp: 95°F Source: Cemex
Slump: 11 Inches Truck No: 64651
Weather: Ticket No: 39288904
Mix Code: 1573623
Remarks:My time +JT
Test Method (As Applicable): C780-A7, C109
Ong:Castle Ridge Builders,Inc.Attn:Ron Browder "«w+'""""'4.,,,
(1-eccopy) Respectfully S4ttt014Ty"'�.
1-cc Castle Ridge Builders,Inc.Attn: Ron Browder
1-cc Castle Ridge Builders,Inc.Attn: Ron Browder Legacy Eng'ego \ 3F.•l�j
1-cc Laboratory
N0.45202
A" c ��
3 STATE OF �e
John E.Ekis II,P. �'••• •• •�
y'�SS 0NAI
1N•"bn•.nn.......•"•~ 06/08/2023
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
LEGACY 6415 Greenland Road
Jacksonville, FL 32258
EN GIN EERI NG 904-721-1100 Office
Report Of: Compressive Strength of Grout Cubes Lab No: 102146-2
Report No: 004
Project No: 23-2436 Page 1 of 2
Client: Castle Ridge Builders, Inc. Project: 831 Beach Ave
Ron Browder
16201 Waterville Road
Jacksonville, FL 32226
Report Date: 06/08/2023
Test Date: 05/31/2023
Tested By: Trull, Jamie
By Order Of: Tim (Brevard)
Client PO: 831
Set: 1 of 2 Material: Number of Specimens: 6
Location: Auger Piles#24-#29
Total Average
Specimen Age Tested Width X Width Height Area Out of Load Strength Strength Tested
Number (days) (in) (in) (in) (sq in) Plumb, (Ibs) (PSI) (PSI) By
1 7 1.98 1.98 2.00 3.92 < 1 14,030 3,580 D. McSwain
2 7 1.98 1.98 2.00 3.92 < 1 13,290 3,390 3,490 D. McSwain
3 28 2.00 2.00 2.00 4.00 < 1
4 28 2.00 2.00 2.00 4.00 < 1
5
6
Specification: 5,000 psi @ 28 days
Description of Mold: 6 Units of 2x2x2 Grout Cubes
Type Curing: Standard Transported By: Jamie Trull
Time Sampled: 8:45 am Date Received: 6/1/2023
Ambient Temp: 72°F Time Received: 7:00 am
Mix Temp: 91°F Source: Cemex
Slump: 10 Inches Truck No: 10073370
Weather: Ticket No: 39291278
Mix Code: 1573623
Remarks:
Test Method (As Applicable): C780-A7, C109
Orig:Castle Ridge Builders,Inc.Attn:Ron Browder
(1-ec copy)
1-cc Castle Ridge Builders,Inc.Attn: Ron Browder
1-cc Castle Ridge Builders,Inc.Attn: Ron Browder
1-cc Laboratory
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.