800 Marbella Ln - Clubhouse (former 2205 W Seminole Blvd) (Bldg A) 17-1580-2Revision City of Sanford
Response to Comments SEP 12 IN Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # /-T ' SV Submittal Date
Project Ad ss: r) a o S y `e b U C
h
Contact:
Ph:j
Email:
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Fax:
General description of revision:
ROUTING INFORMATION
Building
Approvals
r UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
UES Project No.: 0110.1800758.0000
Date Typed: March 13, 2019
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE
Client: The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
As requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or
field inspection services on the above project. Testing results and/or inspection observations are reported on the attached
sheets. The contents of this package are summarized below:
Scope of Work
Work Order No. Date Type of Report
9439734-1 03/01/2019 Grout Prism Test Specimens Report
9441234-1 03/05/2019 4" x 8" Cylinder Test Specimens Report
9441234-2 03/05/2019 4" x 8" Cylinder Test Specimens Report
9441234-3 03/05/2019 4" x 8" Cylinder Test Specimens Report
9441234-4 03/05/2019 4" x 8" Cylinder Test Specimens Report
9441234-5 03/05/2019 4" x 8" Cylinder Test Specimens Report
9441234-6 03/05/2019 4" x 8" Cylinder Test Specimens Report
9441503-1 03/12/2019 In -Place Density Test Report
9441504-1 03/13/2019 In -Place Density Test Report
9441504-2 03/13/2019 In -Place Density Test Report
We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
the undersigned or Rosie Housein (extension 23078).
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
Fred J.
Schmalzer
2019.03.15
08:36:33-04'00'
Fred J. Schmalzer, P.E.
Vice President - Construction Services
STATE OF FLORIDA
Professional Engineer No. 38818
For the mutual protection of Universal's clients, the general public, and ourselves, our reports are submitted as the confidential property of our clients.
Accordingly, authorization for reliance upon, or publication of, all or portions of this report is reserved pending our written approval.
Revised May 2015
UNIVERSAL Project No:
94397 4-1 CTReportNo.: 9439734-1 CT 030119
9439734
ENGINEERING SCIENCES
WorkoLab
rNo.: 119M936-C Consultants
In: Geotechnical Engineering • Environmental Sciences Date 1st Issue: March 13, 2019 Geophysical
Services • Materials Testing • Threshold Inspection EDBuildingCodeAdministration, Compliance Inspection & Plan Review 3532
Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Compressive
Strength of Grout
Prism Test Specimens ASTM
C-1019) Client
The Spanos Corporation 2701
N. Rocky Point Drive, Suite 100, Tampa, FL 33607 Project
Lake Monroe Apartments, Materials Testing US
92 & West 1st Street, Sanford, Seminole County, FL 32771 Structural
Element: Cell Fill Sample
Location: Building C (Permit Number 17-1582) - Sampled at Elevator Shaft/ Top Lift/ 4th Floor Set#
1 of 1 Sample From: Concrete Truck General
Information General
Contractor: E.W. Young Construction Subcontractor:
Supplier:
Maschmeyer Concrete Truck
No.: 276 Ticket
No.: 1850043 Mix
Design: 30550000 Admixture: Nis Sample
By: Adrian Garcia On 03/01/2019 Specified
Strength / Sampling Times Specified
Strength: 3000 psi @ 28 days Mix
Design Strength: 3000 psi @ 28 days Water
Added at Site: N/A Time
Batched: 12:20 PM Time
Sampled: 1:20 PM Weather
Condition: Partly Cloudy Field
Test Results At
Lab On or Before: 03/06/2019 Placement
Information Truck
Load: 2.00 cu yds. Cumulative
Quantity: 2.00 cu yds. Total
Placement for the Day: 2.00 cu yds. Air
Content: N/A Slump: 8.75 inches Ambient Temp: 81 °F I Concrete Temp: 85 OF Unit Weight: NIA Results
of Laboratory Testing Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.
1 in)
Actual
Dimen.
2 in)
Avg.
Dimen.
in)
Test
XSect.
Area (
in2) Max
Compressive
Load (
Ibs) Test
Compressive
Strength(
psi) Average
psi)
1
03/11/2019 10 3.31 3.34 3.33 11.06 29,935 2,710 2
03/29/2019 28 3
03/29/2019 28 4
03/29/2019 28 1 - Remarks
Grout Prisms are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete acceptance.
When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100% of
the specified strength will be attained by twenty-eight (28) days. Note
Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure Tested
in Lab to C39 Cured
in C-511 Test
Not performed per C-1019, Grout Boxes were used To
establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of ourclients and authorization for publicationof statements, conclusions
or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of UniversalEngineering
Sciences. 1
of 1 Revised May 2018
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Compressive Strength of
4" x 8" Cylinder Test Specimens
ASTM C-39)
Client The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100, Tampa, FL 33607
Project Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
Project No: 0110.1800758.0000
ReportNo.: 9441234-1 CT 030519
WorkorderNo.: 9441234
Lab No.: 19N017-C
Date 1st Issue: March 13, 2019
Structural Element: Footing
Sample Location: Building Slab D (Permit Number 17-1583) - Sampled at 15Ft N 10 Ft E on the E Footing
Set# 1 of 6 Sample From: Concrete Truck
General Information
General Contractor: E.W Young Construction
Subcontractor:
Supplier: Maschmeyer Concrete
Truck No.: 607
Ticket No.: 1850100
Mix Design: 30090000 Admixture: Nis
Sample By: Fernando Montalvo On 03/05/2019 At Lab On or Before: 03/06/2019
Specified Strength / Sampling Times
Specified Strength: 3000 psi @ 28 days
Mix Design Strength: 3000 psi @ 28 days
Water Added at Site: N/A
Time Batched: 2:56 AM
Time Sampled: 3:10 AM
Weather Condition: Partly Cloudy
Field Test Results
Placement Information
Truck Load: 10.00 cu yds.
Cumulative Quantity: 10.00 cu yds.
Total Placement for the Day: 280.00 cu
yds.
Air Content: N/A Slump: 8.50 inches Ambient Temp: 62 °F I Concrete Temp: 77 OF Unit Weight: N/A
Results of Laboratory Testing
Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.1
in)
Actual
Dimen.2
in)
Avg.
Dimen.
in)
Test
X-Sect.
Area (in')
Max
Compressive
Load (Ibs)
Test
Compressive
Strength(psi)
Average
psi)
1 03/12/2019 7 5 4.00 4.01 4.01 12.63 26,340 2,090
2 04/02/2019 28
3 04/02/2019 28
4 04/02/2019 28
5*H* 04/02/2019 28
Remarks Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete
acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100%
of the specified strength will be attained by twenty-eight (28) days.
Note H*- Hold Cylinder -*D*- Defective Cylinder, Un-testable -*E*- Excluded From Average
Note Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure
Sampled per ASTM C-172 - Yes
Air Content Performed per ASTM C-173 or C-231 - No
Unit Weight Performed per ASTM C-138 - N/A
Slump Performed per ASTM C-143 - Yes
Concrete Temperature Performed per ASTM C-1064 - Yes
Molded per C-31 - Yes
Initially Cured per ASTM C-31 - Unknown
Capped in Lab to ASTM C-1231
Cured & Tested in Lab per ASTM C-31 & C-39 - Yes
This Form Conforms With ASTM C-39
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication ofstatements,
conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal
Engineering Sciences.
1 of 1 Revised May 2018
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Compressive Strength of
4" x 8" Cylinder Test Specimens
ASTM C-39)
Client The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100, Tampa, FL 33607
Project Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
Project No: 0110.1800758.0000
ReportNo.: 9441234-2 CT 030519
WorkorderNo.: 9441234
Lab No.: 19NO18-C
Date 1st Issue: March 13, 2019
Structural Element: Footing
Sample Location: Building Slab D (Permit Number 17-1583) - Sampled at 10Ft N 10 Ft W on the N Footing
Set# 2 of 6 Sample From: Concrete Truck
General Information
General Contractor: E.W Young Construction
Subcontractor:
Supplier: Maschmeyer Concrete
Truck No.: 646
Ticket No.: 1850105
Mix Design: 30090000 Admixture: Nis
Sample By: Fernando Montalvo On 03/05/2019 At Lab On or Before: 03/06/2019
Specified Strength / Sampling Times Placement Information
Specified Strength: 3000 psi @ 28 days Truck Load: 10.00 cu yds.
Mix Design Strength: 3000 psi @ 28 days Cumulative Quantity: 60.00 cu yds.
Water Added at Site: N/A Total Placement for the Day: 280.00 cu
yds.
Time Batched: 3:26 AM
Time Sampled: 3:55 AM
Weather Condition: Partly Cloudy
Field Test Results
Air Content: N/A Slump: 6.50 inches Ambient Temp: 621FJ Concrete Temp: 72 OF Unit Weight: N/A
Results of Laboratory Testing
Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.1
in)
Actual
Dimen.2
in)
Avg.
Dimen.
in)
Test
X-Sect.
Area (in')
Max
Compressive
Load (Ibs)
Test
Compressive
Strength(psi)
Average
psi)
1 03/12/2019 7 5 4.00 4.01 4.01 12.63 26,880 2,130
2 04/02/2019 28
3 04/02/2019 28
4 04/02/2019 28
5'H' 04/02/2019 28
Remarks Cylinders are tested at seven (7) days to get an early indication of the potential strength ofthe concrete, but the seven (7) day results are not to be used for concrete
acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100%
of the specified strength will be attained by twenty-eight (28) days.
Note H*- Hold Cylinder -`D*- Defective Cylinder, Un-testable -*E*- Excluded From Average
Note Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure
I j., L'1 1
Sampled per ASTM C-172 - Yes
Air Content Performed per ASTM C-173 or C-231 - No
L Unit Weight Performed per ASTM C-138 - N/A
Slump Performed per ASTM C-143 - Yes
Concrete Temperature Performed per ASTM C-1064 - Yes
F-7] Molded per C-31 - Yes
Initially Cured per ASTM C-31 - Unknown
Capped in Lab to ASTM C-1231
p w , Cured & Tested in Lab per ASTM C-31 & C-39 - Yes
This Form Conforms With ASTM C-39
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property ofour clients and authorization for publication of statements,
conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal
Engineering Sciences.
1 of 1 Revised May 2018
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Compressive Strength of
4" x 8" Cylinder Test Specimens
ASTM C-39)
Client The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100, Tampa, FL 33607
Project Lake Monroe Apartments, Materials Testing
US 92 & West 1 st Street, Sanford, Seminole County, FL 32771
Project No: 0110.1800758.0000
ReportNo.: 9441234-3 CT 030519
WorkorderNo.: 9441234
Lab No.: 19NO19-C
Date 1st Issue: March 13, 2019
Structural Element: Slab on Grade
Sample Location: Building Slab D (Permit Number 17-1583) - Sampled at 10Ft N 15 Ft W on the NW Coner Of Slab
Set# 3 of 6 Sample From: Concrete Truck
General Information
General Contractor: E.W Young Construction
Subcontractor:
Supplier: Maschmeyer Concrete
Truck No.: 606
Ticket No.: 1850111
Mix Design: 30090000 Admixture: Nis
Sample By: Fernando Montalvo On 03/05/2019 At Lab On or Before: 03/06/2019
Specified Strength / Sampling Times
Specified Strength: 3000 psi @ 28 days
Mix Design Strength: 3000 psi @ 28 days
Water Added at Site: N/A
Time Batched: 4:05 AM
Time Sampled: 4:22 AM
Weather Condition: Partly Cloudy
Field Test Results
Placement Information
Truck Load: 10.00 cu yds.
Cumulative Quantity: 110.00 cu yds.
Total Placement for the Day: 280.00 cu
yds.
Air Content: N/A Slump: 6.00 inches Ambient Temp: 62 °F I Concrete Temp: 74 °F Unit Weight: N/A
Results of Laboratory Testing
Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.1
in)
Actual
Dimen.2
in)
Avg.
Dimen.
in)
Test
XSect.
Area (in')
Max
Compressive
Load (lbs)
Test
Compressive
Strength(psi)
Average
psi)
1 03/12/2019 7 5 4.00 4.01 4.01 12.63 23,960 1,900
2 04/02/2019 28
3 04/02/2019 28
4 04/02/2019 28
5"H" 04/02/2019 1 28
Remarks Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete
acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100%
of the specified strength will be attained by twenty-eight (28) days.
Note H*- Hold Cylinder `D*- Defective Cylinder, Un-testable -*E*- Excluded From Average
Note Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure
Sampled per ASTM C-172 - Yes
Air Content Performed per ASTM C-173 or C-231 - No
Unit Weight Performed per ASTM C-138 - N/A
Slump Performed per ASTM C-143 - Yes
Concrete Temperature Performed per ASTM C-1064 - Yes
Molded per C-31 - Yes
Initially Cured per ASTM C-31 - Unknown
Capped in Lab to ASTM C-1231
Cured & Tested in Lab per ASTM C-31 & C-39 - Yes
This Form Conforms With ASTM C-39
To establish a mutual protection to Universal's clients, the Public and ourselves, allreports are submitted as confidential property ofour clients and authorization for publication of statements,
conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal
Engineering Sciences.
1 of 1 Revised May 2018
Project No: 0110.1800758.0000UNIVERSALReportNo.: 9441/2344 CT 030519
9441234
ENGINEERING SCIENCES
WorkoLab
rNo.: 119N020-C Consultants
In: Geotechnical Engineering • Environmental Sciences Date 1st Issue: March 13, 2019 Geophysical
Services • Materials Testing • Threshold Inspection EDBuildingCodeAdministration, Compliance Inspection & Plan Review 3532
Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Compressive
Strength of 4"
x 8" Cylinder Test Specimens ASTM
C-39) Client
The Spanos Corporation 2701
N. Rocky Point Drive, Suite 100, Tampa, FL 33607 Project
Lake Monroe Apartments, Materials Testing US
92 & West 1 st Street, Sanford, Seminole County, FL 32771 Structural
Element: Slab on Grade Sample
Location: Building Slab D (Permit Number 17-1583) - Sampled at 10Ft E 5 Ft S on the SE Coner Of Slab Set#
4 of 6 Sample From: Concrete Truck General
Information General
Contractor: E.W Young Construction Subcontractor:
Supplier:
Maschmeyer Concrete Truck
No.: 602 Ticket
No.: 1850116 Mix
Design: 30090000 Admixture: Nis Sample
By: Fernando Montalvo On 03/05/2019 At Lab On or Before: 03/06/2019 Specified
Strength / Sampling Times Specified
Strength: 3000 psi @ 28 days Mix
Design Strength: 3000 psi @ 28 days Water
Added at Site: N/A Time
Batched: 5:03 AM Time
Sampled: 5:23 AM Weather
Condition: Partly Cloudy Field
Test Results Placement
Information Truck
Load: 10.00 cu yds. Cumulative
Quantity: 160.00 cu yds. Total
Placement for the Day: 280.00 cu yds.
Air
Content: N/A Slump: 8.50 inches Ambient Temp: 61 °F I Concrete Temp: 72 °F Unit Weight: N/A Results
of Laboratory Testing Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.
1 in)
Actual
Dimen.
2 in)
Avg.
Dimen.
in)
Test
XSect.
Area (
in') Max
Compressive
Load (
Ibs) Test
Compressive
Strength(
psi) Average
psi)
1
03/12/2019 7 5 4.00 4.01 4.01 12.63 27,560 2,180 2
04/02/2019 28 3
04/02/2019 28 4
04/02/2019 28 5'
H' 04/02/2019 28 Remarks
Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete acceptance.
When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100% of
the specified strength will be attained by twenty-eight (28) days. Note
H'- Hold Cylinder -'D'- Defective Cylinder, Un-testable -'E'- Excluded From Average Note
Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure L
II L 7i l Sampled
per ASTM C-172 - Yes Air
Content Performed per ASTM C-173 or C-231 - No Unit
Weight Performed per ASTM C-138 - N/A Slump
Performed per ASTM C-143 - Yes Concrete
Temperature Performed per ASTM C-1064 - Yes f
Molded
per C-31 - Yes Initially
Cured per ASTM C-31 - Unknown t---
Capped in Lab to ASTM C-1231 d ,
tl Cured & Tested in Lab per ASTM C-31 & C-39 - Yes This
Form Conforms With ASTM C-39 To
establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions
or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal Engineering
Sciences. 1
of 1 Revised May 2018
Project No: 0110.1800758.0000UNIVERSALReportNo.: 9441234-5 CT 030519
Wo rko rda rN o.: 9441234
ENGINEERING SCIENCES Lab No.: 19N021-C
Consultants In: Geotechnical Engineering • Environmental Sciences Date 1st Issue: March 13, 2019
Geophysical Services • Materials Testing • Threshold Inspection19BuildingCodeAdministration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Compressive Strength of
4" x 8" Cylinder Test Specimens
ASTM C-39)
Client The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100, Tampa, FL 33607
Project Lake Monroe Apartments, Materials Testing
US 92 & West 1 st Street, Sanford, Seminole County, FL 32771
Structural Element: Slab on Grade
Sample Location: Building Slab D (Permit Number 17-1583) - Sampled at 15Ft S 10 Ft W on the SW Coner Of Slab
Set# 5 of 6 Sample From: Concrete Truck
General Information
General Contractor: E.W Young Construction
Subcontractor:
Supplier: Maschmeyer Concrete
Truck No.: 298
Ticket No.: 1850121
Mix Design: 30090000
Sample By: Fernando Montalvo On 03/05/2019 At Lab On or Before: 03/06/2019
Specified Strength / Sampling Times
Specified Strength: 3000 psi @ 28 days
Mix Design Strength: 3000 psi @ 28 days
Water Added at Site: N/A
Time Batched: 5:31 AM
Time Sampled: 5:57 AM
Admixture: Nis Weather Condition: Partly Cloudy
Field Test Results
Placement Information
Truck Load: 10.00 cu yds.
Cumulative Quantity: 210.00 cu yds.
Total Placement for the Day: 280.00 cu
yds.
Air Content: N/A Slump: 7.25 inches Ambient Temp: 60 °F I Concrete Temp: 73 °F Unit Weight: N/A
Results of Laboratory Testing
Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.1
in)
Actual
Dimen.2
in)
Avg.
Dimen.
in)
Test
X-Sect.
Area (in')
Max
Compressive
Load (Ibs)
Test
Compressive
Strength(psi)
Average
psi)
1 03/12/2019 7 5 4.00 4.01 4.01 12.63 22,230 1,760
2 04/02/2019 28
3 04/02/2019 28
4 04/02/2019 28
5*H* 04/02/2019 28
Remarks Cylinders are tested at seven (7) days to get an early indication ofthe potential strength of the concrete, but the seven (7) day results are not to be used for concrete
acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100%
of the specified strength will be attained by twenty-eight (28) days.
Note H'- Hold Cylinder -*D*- Defective Cylinder, Un-testable -*E*- Excluded From Average
Note Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure
Sampled per ASTM C-172 -Yes
Air Content Performed per ASTM C-173 or C-231 - Not_i I-111 I Unit Weight Performed per ASTM C-138 - N/A
Slump Performed per ASTM C-143 - Yes
Concrete Temperature Performed per ASTM C-1064 - Yes
77,
I
Molded per C-31 - Yes
Initially Cured per ASTM C-31 - Unknown
l Capped in Lab to ASTM C-1231
Cured & Tested in Lab per ASTM C-31 & C-39 - Yes
This Form Conforms With ASTM C-39
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements,
conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal
Engineering Sciences.
1 of 1 Revised May 2018
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Compressive Strength of
4" x 8" Cylinder Test Specimens
ASTM C-39)
Project No: 0110.1800758.0000
ReportNo.: 9441234-6 CT 030519
Wo rkordarN o.: 9441234
Lab No.: 19N022-C
Date 1st Issue: March 13, 2019
Client The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100, Tampa, FL 33607
Project Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
Structural Element: Slab on Grade
Sample Location: Building Slab D (Permit Number 17-1583) - Sampled at 10Ft W 15 Ft N on the NW Coner Of Slab
Set# 6 of 6 Sample From: Concrete Truck Sample By: Fernando Montalvo On 03/05/2019 At Lab On or Before: 03/06/2019
General Information Specified Strength / Sampling Times Placement Information
General Contractor: E.W Young Construction Specified Strength: 3000 psi @ 28 days Truck Load: 10.00 cu yds.
Subcontractor: Mix Design Strength: 3000 psi @ 28 days Cumulative Quantity: 260.00 cu yds.
Supplier: Maschmeyer Concrete Water Added at Site: N/A Total Placement for the Day: 280.00 cu
yds.
Truck No.: 622 Time Batched: 7:44 AM
Ticket No.: 1850132 Time Sampled: 8:05 AM
Mix Design: 30090000 Admixture: Nis Weather Condition: Partly Cloudy
Field Test Results
Air Content: N/A Slump: 7.00 inches Ambient Temp: 59 °F I Concrete Temp: 72 *F Unit Weight: N/A
Results of Laboratory Testing
Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.1
in)
Actual
Dimen.2
in)
Avg.
Dimen.
in)
Test
X-Sect.
Area (in')
Max
Compressive
Load (Ibs)
Test
Compressive
Strength(psi)
Average
psi)
1 03/12/2019 7 5 4.00 4.02 4.01 12.63 26,970 2,140
2 04/02/2019 28
3 04/02/2019 28
4 04/02/2019 28
5*H* 04/02/2019 28
Remarks Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete
acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100%
of the specified strength will be attained by twenty-eight (28) days.
Note H*- Hold Cylinder -*D*- Defective Cylinder, Un-testable -*E*- Excluded From Average
Note Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure
FIR 7]
Sampled per ASTM C-172 - Yes
Air Content Performed per ASTM C-173 or C-231 - No
Unit Weight Performed per ASTM C-138 - N/A
Slump Performed per ASTM C-143 - Yes
Concrete Temperature Performed per ASTM C-1064 - Yes
Molded per C-31 - Yes
Initially Cured per ASTM C-31 - Unknown
Capped in Lab to ASTM C-1231
Cured & Tested in Lab per ASTM C-31 & C-39 - Yes
This Form Conforms With ASTM C-39
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization forpublication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, exceptin full, without the written approval of UniversalEngineeringSciences.
1 of 1 Revised May 2018
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
UES Project No: 0110.1800758.0000
Workorder No: 9441503-1
Report Date: 03/13/2019
In -Place Density Test Report
Client: The Spanos Corporation UES Technician: Fernando Montalvo
2701 N. Rocky Point Drive, Suite 100 Date Tested: 03/12/2019
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1 st Street, Sanford, Seminole County, FL 32771
Type of Test:
Area Tested: Sanitary Pipe (Permit Number 18- Field: ASTM D-2937 Drive Cylinder Method
2508)
Material: Backfill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 = Springline of Pipe
The fccfc KcIn%A/ MOM fha QRO/ minimum r-mmnaCtlr)n rpnl llrpmpnt_
Maximum Optimum Field Dry Field Soil Pass
Test I Density Moisture Density Moisture Compaction or
No. Location of Test Range pcf) pcf) Fail
1 E to G 8" PVC 3+4 ft 111.5 11.3 110.6 8.3 99 Pass
2 E to G 8" PVC 4+5 ft 111.5 11.3 111.9 7.1 100 1 Pass
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
UES Project No: 0110.1800758.0000
Workorder No: 9441504-1
Report Date: 03/13/2019
In -Place Density Test Report
Client: The Spanos Corporation UES Technician: Fernando Montalvo
2701 N. Rocky Point Drive, Suite 100 Date Tested: 03/13/2019
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1 st Street, Sanford, Seminole County, FL 32771
Type of Test:
Area Tested: Sanitary Pipe (Permit Number 18- Field: ASTM D-2937 Drive Cylinder Method
2508)
Material: Backfill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 = Springline of Pipe
Thn taete Kninim mast the- QRO/ minimsIm mmnnnfinn rpniiirpmpnt_
Maximum Optimum Field Dry Field Soil Pass
Test I Density Moisture Density Moisture Compaction or
No. Location of Test Range pcf) N pcf) N N Fail
1 V 10 to V 2 8" PVC 0-1 ft 111.5 11.3 111.7 8.8 100 Pass
2 V 10 to V 2 8" PVC 0+1 ft 111.5 11.3 111.1 8.1 100 Pass
3 V 10 to V 2 8" PVC 1+2 ft 111.5 11.3 110.2 7.7 99 Pass
4 V 10 to V 2 8" PVC 2+3 ft 111.5 11.3 110.5 7.2 99 Pass
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
UES Project No: 0110.1800758.0000
Workorder No: 9441504-2
Report Date: 03/13/2019
In -Place Density Test Report
Client: The Spanos Corporation UES Technician: Fernando Montalvo
2701 N. Rocky Point Drive, Suite 100 Date Tested: 03/13/2019
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
Type of Test:
Area Tested: Sanitary Structure (Permit Number 18 Field: ASTM D-2937 Drive Cylinder Method
2508)
Material: Backfill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 = Bottom of Sanitary Structure
Tha tactc halnw mast }ha 9R% minimllm Cmmnnrtion rP.nIllrpmpnt.
Maximum Optimum Field Dry Field Soil Pass
Test Density Moisture Density Moisture Compaction or
No. Location of Test Range pcf) N pcf) N Fail
5 Structure V2 0+1 ft 111.5 11.3 111.4 8.4 100 Pass
6 Structure V2 1+2 ft 111.5 11.3 110.5 7.6 99 Pass
7 Structure V2 2+3 ft 1 111.5 1 11.3 1 110.0 1 7.3 1 99 1 Pass
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
UES Project No.: 0110.1800758.0000
Date Typed: February 28, 2019
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE
Client: The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
As requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or
field inspection services on the above project. Testing results and/or inspection observations are reported on the attached
sheets. The contents of this package are summarized below:
Scope of Work
Work Order No. Date Type of Report
9432778-1 01/30/2019 4" x 8" Cylinder Test Specimens Report
9432778-2 01/30/2019 4" x 8" Cylinder Test Specimens Report
9432778-3 01/30/2019 4" x 8" Cylinder Test Specimens Report
9432778-4 01/30/2019 4" x 8" Cylinder Test Specimens Report
9432778-5 1 01/30/2019 4" x 8" Cylinder Test Specimens Report
We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
the undersigned or Rosie Housein (extension 23078).
Attachments (5)
rh
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
yr;"M Fred Schmalzer
2019.03.05A
07:37:55-05'00'
Fred J. Schmalzer, P.E.
Vice President - Construction Services
STATE OF FLORIDA
Professional Engineer No. 38818
This item has been electronically signed and sealed by Fred
J. Schmalzer, P.E. using a Digital Signature. Printed copies
of this document are not considered signed and sealed and
the signature must be verified on any electronic copies.
For the mutual protection of Universal's clients, the general public, and ourselves, our reports are submitted as the confidential property of our clients.
Accordingly, authorization for reliance upon, or publication of, all or portions of this report is reserved pending our written approval.
Revised May 2015
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Compressive Strength of
4" x 8" Cylinder Test Specimens
ASTM C-39)
Project No: 0110.1800758.0000
ReportNo.: 9432778-1 CT 013019
Wo rkord arNo.: 9432778
Lab No.: 19M030-C
Date 1st Issue: February 07, 2019
Client The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100, Tampa, FL 33607
Project Lake Monroe Apartments, Materials Testing
US 92 & West 1 st Street, Sanford, Seminole County, FL 32771
Structural Element: Slab on Grade
Sample Location: Building C ( Permit Number 17-1582) - Sampled at Southwest Corner of Building C Pad
Set# 1 of 5 Sample From: Concrete Truck Sample By: Carmelo Cuadrado Pagan On At Lab On or Before: 01/31/2019
01 /30/2019
General Information Specified Strength / Sampling Times Placement Information
General Contractor: E W Young Construction INC Specified Strength: 3000 psi @ 28 days Truck Load: 10.00 cu yds.
Subcontractor: Mix Design Strength: 3000 psi @ 28 days Cumulative Quantity: 20.00 cu yds.
Supplier: Maschmeyer Concrete Water Added at Site: N/A Total Placement for the Day: 230.00 cu
yds.
Truck No.: 602 Time Batched: 3:30 AM
Ticket No.: 1171588 Time Sampled: 4:18 AM
Mix Design: 30090000 Admixture: N/S Weather Condition: Partly Cloudy
Field Test Results
Air Content: N/A Slump: 7.00 inches Ambient Temp: 54 °F I Concrete Temp: 61 °F Unit Weight: N/A
Results of Laboratory Testing
Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.1
in)
Actual
Dimen.2
in)
Avg.
Dimen.
in)
Test
X-Sect.
Area (in')
Max
Compressive
Load (Ibs)
Test
Compressive
Strength(psi)
Average
psi)
1 02/06/2019 7 5 4.02 4.01 4.02 12.69 25,895 2,040
2 02/27/2019 28 5 4.01 4.02 4.02 12.69 57,775 4,552
3 02/27/2019 28 5 4.01 4.02 4.02 12.69 59,365 4,677
4 02/27/2019 28 51 1 4.01 4.02 4.02 1 12.69 57,490 4,530 4,590
5*1`1* 02/27/2019 28 I - I -
Remarks Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concreteacceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100%
of the specified strength will be attained by twenty-eight (28) days.
Note H*- Hold Cylinder -*D*- Defective Cylinder, Un-testable -*E*- Excluded From Average
Note Test Results represent the Structural Element specified If an air testwas not completed, that deviates from C31 procedure
IN 0 ' WL,l
H n E F111
Sampled per ASTM C-172 - Yes
Air Content Performed per ASTM C-173 or C-231 - No
Unit Weight Performed per ASTM C-138 - N/A
Slump Performed per ASTM C-143 - Yes
Concrete Temperature Performed per ASTM C-1064 - Yes
Molded per C-31 - Yes
Initially Cured per ASTM C-31 - Unknown
Capped in Lab to ASTM C-1231
Cured & Tested in Lab per ASTM C-31 & C-39 - Yes
This Form Conforms With ASTM C-39
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal
Engineering Sciences.
1 of 1 Revised May 2018
000UNIVERSALProjectNo:
94327
8 -
2 CT 0130ReportNo.: 9432778-2 CT 013019
Wo rko rdarN o.: 9432778
ENGINEERING SCIENCES Lab No.: 19M031 -C
Consultants In: Geotechnical Engineering - Environmental Sciences Date 1st Issue: February 07, 2019
Geophysical Services - Materials Testing - Threshold Inspection03BuildingCodeAdministration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Compressive Strength of
4" x 8" Cylinder Test Specimens
ASTM C-39)
Client The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100, Tampa, FL 33607
Project Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
Structural Element: Slab on Grade
Sample Location: Building C ( Permit Number 17-1582) - Sampled at 33ft South from North End and 62ft East from West End of Buildings
Edge
Set# 2 of 5 Sample From: Concrete Truck
General Information
General Contractor: E W Young Construction INC
Subcontractor:
Supplier: Maschmeyer Concrete
Truck No.: 287
Ticket No.: 1171590
Mix Design: 30090000 Admixture: Nis
Sample By: Carmelo Cuadrado Pagan On
01 /30/2019
Specified Strength / Sampling Times
Specified Strength: 3000 psi @ 28 days
Mix Design Strength: 3000 psi @ 28 days
Water Added at Site: N/A
Time Batched: 4:01 AM
Time Sampled: 4:50 AM
Weather Condition: Partly Cloudy
Field Test Results
At Lab On or Before: 01/31/2019
Placement Information
Truck Load: 10.00 cu yds.
Cumulative Quantity: 60.00 cu yds.
Total Placement for the Day: 230.00 cu
yds.
Air Content: N/A Slump: 6.50 inches Ambient Temp: 52 of I Concrete Temp: 63 -F Unit Weight: N/A
Results of Laboratory Testing
Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.1
in)
Actual
Dimen.2
in)
Avg.
Dimen.
in)
Test
X-Sect.
Area (in2)
Max
Compressive
Load (Ibs)
Test
Compressive
Strength(psi)
Average
psi)
1 02/06/2019 7 5 4.00 4.02 4.01 12.63 29,680 2,350
2 02/27/2019 28 5 4.00 4.02 4.01 12.63 60,325 4,777
3 02/27/2019 28 5 4.00 4.02 4.01 12.63 59,765 41732
4 02/27/2019 28 5 4.02 4.00 4.01 12.63 60,745 4,810 4,770
5*H* 02/27/2019 28
Remarks Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concreteacceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100%
of the specified strength will be attained by twenty-eight (28) days.
Note H*- Hold Cylinder -*D*- Defective Cylinder, Un-testable -*E*- Excluded From Average
Note Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure
Sampled per ASTM C-172 - Yes
Air Content Performed per ASTM C-173 or C-231 - No
Unit Weight Performed per ASTM C-138 - N/A
Slump Performed per ASTM C-143 - Yes
Concrete Temperature Performed per ASTM C-1064 - Yes
Molded per C-31 - Yes
Initially Cured per ASTM C-31 - Unknown
Capped in Lab to ASTM C-1231
Cured & Tested in Lab per ASTM C-31 & C-39 - Yes
This Form Conforms With ASTM C-39
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property ofour clients and authorization forpublication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal
Engineering Sciences.
1 of 1 Revised May 2018
Project No: 0110.1UNIVERSALReportNo.: 9432778-0
CT 00133019
9432778
ENGINEERING SCIENCES
WorkoLab
rNo.: 119M032-C Consultants
In: Geotechnical Engineering • Environmental Sciences Date 1st Issue: February 07, 2019 Geophysical
Services • Materials Testing • Threshold Inspection EDBuildingCodeAdministration, Compliance Inspection & Plan Review 3532
Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Compressive
Strength of 4"
x 8" Cylinder Test Specimens ASTM
C-39) Client
The Spanos Corporation 2701
N. Rocky Point Drive, Suite 100, Tampa, FL 33607 Project
Lake Monroe Apartments, Materials Testing US
92 & West 1 st Street, Sanford, Seminole County, FL 32771 Structural
Element: Slab on Grade Sample
Location: Building C ( Permit Number 17-1582) - Sampled at 28ft North from South End and 85ft West from East End Buildings Edge Set#
3 of 5 Sample From: Concrete Truck General
Information General
Contractor: E W Young Construction INC Subcontractor:
Supplier:
Maschmeyer Concrete Truck
No.: 653 Ticket
No.: 1202191 Mix
Design: 30090000 Sample
By: Carmelo Cuadrado Pagan On 01 /
30/2019 Specified
Strength / Sampling Times Specified
Strength: 3000 psi @ 28 days Mix
Design Strength: 3000 psi @ 28 days Water
Added at Site: N/A Time
Batched: 4:40 AM Time
Sampled: 5:33 AM Admixture:
NIS Weather Condition: Partly Cloudy Field
Test Results At
Lab On or Before: 01/31/2019 Placement
Information Truck
Load: 10.00 cu yds. Cumulative
Quantity: 100.00 cu yds. Total
Placement for the Day: 230.00 cu yds.
Air
Content: N/A Slump: 4.50 inches Ambient Temp: 52 °F I Concrete Temp: 60 °F Unit Weight: N/A Results
of Laboratory Testing Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.
1 in)
Actual
Dimen.
2 in)
Avg.
Dimen.
in)
Test
X-
Sect. Area (
in2) Max
Compressive
Load (
Ibs) Test
Compressive
Strength(
psi) Average
psi)
1
02/06/2019 7 5 4.00 4.01 4.01 12.63 35,150 2,780 2
02/27/2019 28 5 4.00 4.01 4.01 12.63 67,155 5,317 3
02/27/2019 28 5 4.00 4.01 4.01 12.63 67,710 5,361 4
02/27/2019 28 5 4.00 4.00 4.00 12.57 70,340 I5,597 5,430 5*
H* 02/27/2019 28 Remarks
Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete acceptance.
When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100% of
the specified strength will be attained by twenty-eight (28) days. Note
H*- Hold Cylinder *D*- Defective Cylinder, Un-testable -*E*- Excluded From Average Note
Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure q
rk In
F1 Sampled
per ASTM C-172 - Yes Air
Content Performed per ASTM C-173 or C-231 - No Unit
Weight Performed per ASTM C-138 - N/A Slump
Performed per ASTM C-143 - Yes Concrete
Temperature Performed per ASTM C-1064 - Yes Molded
per C-31 - Yes Initially
Cured per ASTM C-31 - Unknown Capped
in Lab to ASTM C-1231 Cured &
Tested in Lab per ASTM C-31 & C-39 - Yes This
Form Conforms With ASTM C-39 To
establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of ourclients and authorization for publicationof statements, conclusionsorextractsfromorregardingUniversal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal Engineering
Sciences. 1
of 1 Revised May 2018
Project No: 0110. UNIVERSAL ReportNo.: 94322778-4 CT 00133019
9432778
ENGINEERING SCIENCES
WorkoLab
rNo.:119M033C Consultants
In: Geotechnical Engineering • Environmental Sciences Date 1st Issue: February 07, 2019 Geophysical
Services • Materials Testing • Threshold Inspection Building
Code Administration, Compliance Inspection & Plan Review 3532
Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Compressive
Strength of 4"
x 8" Cylinder Test Specimens ASTM
C-39) Client
The Spanos Corporation 2701
N. Rocky Point Drive, Suite 100, Tampa, FL 33607 Project
Lake Monroe Apartments, Materials Testing US
92 & West 1st Street, Sanford, Seminole County, FL 32771 Structural
Element: Slab on Grade Sample
Location: Building C ( Permit Number 17-1582) - Sampled at 46ft South from North End and 73ft West from East End of Buildings Edge
Set#
4 of 5 Sample From: Concrete Truck General
Information General
Contractor: E W Young Construction INC Subcontractor:
Supplier:
Maschmeyer Concrete Truck
No.: 622 Ticket
No.: 1171596 Mix
Design: 30090000 Admixture: N/S Sample
By: Carmelo Cuadrado Pagan On 01 /
30/2019 Specified
Strength / Sampling Times Specified
Strength: 3000 psi @ 28 days Mix
Design Strength: 3000 psi @ 28 days Water
Added at Site: N/A Time
Batched: 5:27 AM Time
Sampled: 6:13 AM Weather
Condition: Partly Cloudy Field
Test Results At
Lab On or Before: 01/31/2019 Placement
Information Truck
Load: 10.00 cu yds. Cumulative
Quantity: 150.00 cu yds. Total
Placement for the Day: 230.00 cu yds.
Air
Content: N/A Slump: 7.50 inches I Ambient Temp: 52 °F I Concrete Temp: 62 °F Unit Weight: N/A Results
of Laboratory Testing Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.
1 in)
Actual
Dimen.
2 in)
Avg.
Dimen.
in)
Test
X-
Sect. Area (
in2) Max
Compressive
Load (
Ibs) Test
Compressive
Strength(
psi) Average
psi)
1
02/06/2019 7 5 4.02 4.00 4.01 12.63 26,900 2,130 2
02/27/2019 28 5 4.00 4.02 4.01 12.63 57,185 4,528 3
02/27/2019 28 5 4.00 4.02 4.01 12.63 56,315 4,459 4
02/27/2019 28 5 4.00 4.02 4.01 12.63 1 59,135 4,682 4,560 5*
H* 02/27/2019 28 I - I - Remarks
Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete acceptance.
When the compressive strength of theconcrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100% of
the specified strength will be attained by twenty-eight (28) days. Note
H*- Hold Cylinder -*D*- Defective Cylinder, Un-testable -*E*- Excluded From Average Note
Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure Sampled
per ASTM C-172 - Yes Air Content
Performed per ASTM C-173 or C-231 - No per UnitWeight
Performed per ASTM C-138 - N/A Slump Performed
per ASTM C-143 - Yes Concrete Temperature
Performed per ASTM C-1064 - Yes I n5Initially
c"} L
Molded
per
C-31 - Yes Cured per
ASTM C-31 - Unknown Capped in
Lab to ASTM C-1231 Cured & Tested
in Lab per ASTM C-31 & C-39 - Yes This Form
Conforms With ASTM C-39 To establish
a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients andauthorization for publication of statements, conclusions or
extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
1 of
1 Revised May 2018
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Compressive Strength of
4" x 8" Cylinder Test Specimens
ASTM C-39)
Client The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100, Tampa, FL 33607
Project Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
Project No: 0110.1800758.0000
ReportNo.: 9432778-5 CT 013019
Worko rda rNo.: 9432778
Lab No.: 19MO34-C
Date list Issue: February 07, 2019
Structural Element: Slab on Grade
Sample Location: Building C ( Permit Number 17-1582) - Sampled at Northeast Corner of Building C Pad
Set# 5 of 5 Sample From: Concrete Truck Sample By: Carmelo Cuadrado Pagan On At Lab On or Before: 01/31/2019
01 /30/2019
General Information
General Contractor: E W Young Construction INC
Subcontractor:
Supplier: Maschmeyer Concrete
Truck No.: 653
Ticket No.: 1202199
Mix Design: 30090000 Admixture: N/S
Specified Strength / Sampling Times
Specified Strength: 3000 psi @ 28 days
Mix Design Strength: 3000 psi @ 28 days
Water Added at Site: N/A
Time Batched: 6:28 AM
Time Sampled: 7:17 AM
Weather Condition: Partly Cloudy
Field Test Results
Placement Information
Truck Load: 10.00 cu yds.
Cumulative Quantity: 210.00 cu yds.
Total Placement for the Day: 230.00 cu
yds.
Air Content: N/A Slump: 6.00 inches I Ambient Temp: 52 °F I Concrete Temp: 60 °F Unit Weight: N/A
Results of Laboratory Testing
Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.1
in)
Actual
Dimen.2
in)
Avg.
Dimen.
in)
Test
X-Sect.
Area (in2)
Max
Compressive
Load (Ibs)
Test
Compressive
Strength(psi)
Average
psi)
1 02/06/2019 7 5 4.00 4.02 4.01 12.63 30,125 2,390
2 02/27/2019 28 5 4.00 4.02 4.01 12.63 67,375 5,335
3 02/27/2019 28 5 4.00 4.02 4.01 12.63 67,855 5,373
4 02/27/2019 28 5 1 4.00 1 4.02 1 4.01 1 12.63 1 71,210 5,638 5,450
5*H* 02/27/2019 28 I - I - I - I - I -
Remarks Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete
acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100%
of the specified strength will be attained by twenty-eight (28) days.
Note H*- Hold Cylinder *D*- Defective Cylinder, Un-testable *E*- Excluded From Average
Note Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure
I Sampled per ASTM C-172 - Yes
t-1 L—I I
Air Content Performed per ASTM C-173 or C-231 - No
Unit Weight Performed per ASTM C-138 - N/A
Slump Performed per ASTM C 143 Yes
Concrete Temperature Performed per ASTM C-1064 - Yes
l f? Molded per C-31 - YesIInitiallyCuredperASTM C-31 - Unknown
Capped in Lab to ASTM C-1231
Cured & Tested in Lab per ASTM C-31 & C-39 - Yes
This Form Conforms With ASTM C-39
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements,
conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal
Engineering Sciences.
1 of 1 Revised May 2018
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
UES Project No.: 0110.1800758.0000
Date Typed: February 21, 2019
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE
Client: The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
As requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or
field inspection services on the above project. Testing results and/or inspection observations are reported on the attached
sheets. The contents of this package are summarized below:
Scope of Work
Work Order No. Date Type of Report
9431929-1 01/23/2019 4" x 8" Cylinder Test Specimens Report
9432020-1 01/23/2019 4" x 8" Cylinder Test Specimens Report
9433920-1 02/19/2019 In -Place Density Test Report
9433920-2 1 02/19/2019 In -Place Density Test Report
We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
the undersigned or Rosie Housein (extension 23078).
Attachments (5)
rh
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
crinI'%>„ Fred SchmalzerC,f RISE .•,
I a - 2019.03.05
07:39:48-05'00'
Fred J. Schmalzer, P.E.
Vice President Construction Services
STATE OF FLORIDA
Professional Engineer No. 38818
This item has been electronically signed and sealed by Fred
J. Schmalzer, P.E. using a Digital Signature. Printed copies
of this document are not considered signed and sealed and
the signature must be verified on any electronic copies.
For the mutual protection of Universal's clients, the general public, and ourselves, our reports are submitted as the confidential property of our clients.
Accordingly, authorization for reliance upon, or publication of, all or portions of this report is reserved pending our written approval.
Revised May 2015
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Compressive Strength of
4" x 8" Cylinder Test Specimens
ASTM C-39)
Client The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100, Tampa, FL 33607
Project Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
Structural Element: Slab on Grade
Sample Location: Building E Elevator Pit (Permit #17-1584) - Sampled at Center of Pad
Set# 1 of 1 Sample From: Concrete Truck
General Information
General Contractor: The Spanos Corp
Subcontractor:
Supplier: Maschmeyer Concrete
Truck No.: 287
Ticket No.: 117146
Mix Design: 30090000 Admixture: N/S
Sample By: DiJon Davis On 01/23/2019
Specified Strength I Sampling Times
Specified Strength: 3000 psi @ 28 days
Mix Design Strength: 3000 psi @ 28 days
Water Added at Site: N/A
Time Batched: 1:49 PM
Time Sampled: 2:34 PM
Weather Condition: Partly Cloudy
Field Test Results
Project No: 0110.1800758.0000
ReportNo.: 9431929-1 CT 012319
Worko rdarN o.: 9431929
Lab No.: 191-850-C
Date 1st Issue: January 31, 2019
At Lab On or Before: 01/24/2019
Placement Information
Truck Load: 10.00 cu yds.
Cumulative Quantity: 10.00 cu yds.
Total Placement for the Day: 10.00 cu yds.
Air Content: N/A Slump: 5.00 inches Ambient Temp: 69 OF I Concrete Temp: 80 °F Unit Weight: NIA
Results of Laboratory Testing
Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.1
in)
Actual
Dimen.2
in)
Avg.
Dimen.
in)
Test
X-Sect.
Area (in2)
Max
Compressive
Load (Ibs)
Test
Compressive
Strength(psi)
Average
psi)
1 01/30/2019 7 5 4.00 4.02 4.01 12.63 23,705 1,880
2 02/20/2019 28 5 4.00 4.02 4.01 12.63 52,400 4,149
3 02/20/2019 28 5 4.00 4.02 4.01 12.63 49,205 3,896 1 -
4 02/20/2019 28 5 4.00 4.00 4.00 12.57 50,945 4, 4,030
H5** 02/20/2019 28
54
Remarks Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete
acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100%
of the specified strength will be attained by twenty-eight (28) days.
Note H*- Hold Cylinder -*D*- Defective Cylinder, Un-testable -*E*- Excluded From Average
Note Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure
1 f 7T' Sampled per ASTM C-172 - Yes
Air Content Performed per ASTM C-173 or C-231 - No
Unit Weight Performed per ASTM C-138 - N/A
Slump Performed per ASTM C-143 - Yes
Concrete Temperature Performed per ASTM C-1064 - Yes
Molded per C 31 -Yes
Initially Cured per ASTM C-31 -Unknown
Capped in Lab to ASTM C-1231
Cured & Tested in Lab per ASTM C-31 & C-39 - Yes
This Form Conforms With ASTM C-39
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements,
conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal
Engineering Sciences.
1 of 1 Revised May 2018
Project No: UNIVERSAL ReportNo.: 9432020-01 CT 012319
432020
ENGINEERING SCIENCES
WorkoLab
rNo.: 19L851 C Consultants
In: Geotechnical Engineering • Environmental Sciences Date 1st Issue: February 21, 2019 Geophysical
Services • Materials Testing • Threshold Inspection 03BuildingCodeAdministration, Compliance Inspection & Plan Review 3532
Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Compressive
Strength of 4"
x 8" Cylinder Test Specimens ASTM
C-39) Client
The Spanos Corporation 2701
N. Rocky Point Drive, Suite 100, Tampa, FL 33607 Project
Lake Monroe Apartments, Materials Testing US
92 & West 1st Street, Sanford, Seminole County, FL 32771 Structural
Element: Cell Fill Sample
Location: Building B Tower Cell Fill (Permit #17-1581) - Sampled at Northeast Corner of Wall Set#
1 of 1 Sample From: Concrete Truck General
Information General
Contractor: The Spanos core Subcontractor:
Supplier:
Maschmeyer Concrete Truck
No.: 646 Ticket
No.: 117447 Mix
Design: 30550000 Admixture: N/S Sample
By: DiJon Davis On 01/23/2019 Specified
Strength / Sampling Times Specified
Strength: 3000 psi @ 28 days Mix
Design Strength: 3000 psi @ 28 days Water
Added at Site: N/A Time
Batched: 1:38 PM Time
Sampled: 2:38 PM Weather
Condition: Partly Cloudy Field
Test Results At
Lab On or Before: 01/28/2019 Placement
Information Truck
Load: 4.00 cu yds. Cumulative
Quantity: 4.00 cu yds. Total
Placement for the Day: 4.00 cu yds. Air
Content: N/A Slump: 6.50 inches Ambient Temp: 69 OF I Concrete Temp: 83 OF Unit Weight: NIA Results
of Laboratory Testing Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.
1 in)
Actual
Dimen.
2 in)
Avg.
Dimen.
in)
Test
X-
Sect. Area (
in') Max
Compressive
Load (
Ibs) Test
Compressive
Strength(
psi) Average
psi)
1
01/30/2019 7 3.32 3.35 3.34 8.76 20,465 2,340 2
02/20/2019 28 3.31 3.35 3.33 8.71 26,915 3,090 3
02/20/2019 28 3.33 3.32 3.33 8.71 27,930 3,207 4
02/20/2019 28 3.34 3.32 3.33 8.71 27,130 3,115 3,140 Remarks
Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete acceptance.
When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100% of
the specified strength will be attained by twenty-eight (28) days. Note
Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure Sampled
per ASTM C-172 - Yes Air
Content Performed per ASTM C-173 or C-231 - No Unit
Weight Performed per ASTM C-138 - N/A Slump
Performed per ASTM C-143 - Yes Concrete
Temperature Performed per ASTM C-1064 - Yes 5
FJ F1, Molded per C-31 - Yes Initially
Cured per ASTM C-31 - Unknown L.-
Capped in Lab to ASTM C-1231 Cured &
Tested in Lab per ASTM C-31 & C-39 - Yes This
Form Conforms With ASTM C-39 To
establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions
or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal Engineering
Sciences. 1
of 1 Revised May 2018
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
UES Project No: 0110.1800758.0000
Workorder No: 9433920-1
Report Date: 02/21/2019
In -Place Density Test Report
Client: The Spanos Corporation UES Technician: Fernando Montalvo
2701 N. Rocky Point Drive, Suite 100 Date Tested: 02/19/2019
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1 st Street, Sanford, Seminole County, FL 32771
Type of Test:
Area Tested: Road way (Stabilization ) (Permit Field: ASTM D-6938 Nuclear Gauge Method
number 18-2508)
Material: Stabilization
Reference Datum: 0 = Top of Stabilization
The tests below meet the 98% minimum compaction requirement.
Laboratory: AASHTO T180 Modified Proctor
Depth requirement is 12.00 inches
Maximum Optimum Field Dry Field Soil Stab. Pass
Test Density Moisture Density Moisture Compaction or
No. Location of Test LBR pcf) pcf) N Fail
1 STA.24+00 110.3 11.2 111.9 12.0 101 12.25 Pass
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1
113 UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
UES Project No: 0110.1800758.0000
Workorder No: 9433920-2
Report Date: 02/21/2019
In -Place Density Test Report
Client: The Spanos Corporation UES Technician: Fernando Montalvo
2701 N. Rocky Point Drive, Suite 100 Date Tested: 02/19/2019
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
Type of Test:
Area Tested: Parking Lot Betweeen Apartment Field: ASTM D-6938 Nuclear Gauge Method
Pads B and C / Road way (Base )
Permit number 18-2508)
Material: Limerock Laboratory: AASHTO T180 Modified Proctor
Reference Datum: 0 = Top of Base Course
Depth requirement is 8.00 inches
The tests below meet the 98% minimum compaction requirement.
Test
No. Location of Test LBR
Maximum
Density
pcf)
Optimum
Moisture
Field Dry
Density
pcf)
Field
Moisture
Soil
Compaction
Limerock
Depth
inch)
Pass
or
Fail
2 Sta 24+00 120.7 9.5 121.8 11.9 101 8.25 Pass
3 25ft W and 25Ft N of the SE 120.7 9.5 122.2 12.6 101 8.50 Pass
Corner Of Parking lot
4 25ft W and 100Ft N of the SE 120.7 9.5 122.9 12.0 102 8.25 Pass
Corner Of Parking lot
5 25ft E and 25Ft N of the SW 120.7 9.5 120.9 10.9 100 8.75 Pass
Corner Of Parking lot
6 25ft E and 100Ft N of the SW 120.7 9.5 123.1 12.7 102 8.50 Pass
Corner Of Parking lot
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
UES Project No.: 0110.1800758.0000
Date Typed: March 01, 2019
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE
Client: The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1 st Street, Sanford, Seminole County, FL 32771
As requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or
field inspection services on the above project. Testing results and/or inspection observations are reported on the attached
sheets. The contents of this package are summarized below:
Scope of Work
Work Order No. Date Type of Report
9433926-1 02/27/2019 In -Place Density Test Report
9433926-2 02/27/2019 In -Place Density Test Report
9437683-1 02/20/2019 Grout Prism Test Specimens Report
We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
the undersigned or Rosie Housein (extension 23078).
Attachments (3)
rh
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
Fred Schmalzer
2019.03.05
07:37:44-05'00'
Fred J. Schmalzer, P.E.
Vice President - Construction Services
STATE OF FLORIDA
Professional Engineer No. 38818
This item has been electronically signed and sealed by Fred
J. Schmalzer, P.E. using a Digital Signature. Printed copies
of this document are not considered signed and sealed and
the signature must be verified on any electronic copies.
For the mutual protection of Universal's clients, the general public, and ourselves, our reports are submitted as the confidential property of our clients.
Accordingly, authorization for reliance upon, or publication of, all orportions of this report is reserved pending our written approval.
Revised May 2015
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
UES Project No: 0110.1800758.0000
Workorder No: 9433926-1
Report Date: 03/01/2019
In -Place Density Test Report
Client: The Spanos Corporation UES Technician: Fernando Montalvo
2701 N. Rocky Point Drive, Suite 100 Date Tested: 02/27/2019
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
Type of Test:
Area Tested: Sanitary Structure (Permit Number 18 Field: ASTM D-2937 Drive Cylinder Method
2508)
Material: Backfill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 = Bottom of Sanitary Structure
The tests below meet the 98% minimum compaction requirement.
Test
No. Location of Test Range
Maximum
Density
pcf)
Optimum
Moisture
M
Field Dry
Density
pcf)
Field
Moisture
N
Soil
Compaction
M
Pass
or
Fail
1 Structure 1 4+5 ft 111.5 11.3 111.6 7.8 100 Pass
2 Structure S7 0+1 ft 111.5 11.3 111.9 8.0 100 Pass
3 Structure S7 1+2 ft 111.5 11.3 110.6 7.1 99 Pass
4 Structure S7 2+3 ft 111.5 11.3 110.0 7.3 99 Pass
5 Structure U8 0+1 ft 111.5 11.3 111.7 8.8 100 Pass
6 Structure U8 1+2 ft 111.5 11.3 111.2 8.1 100 Pass
7 Structure U8 2+3 ft 111.5 11.3 110.4 7.3 99 Pass
8 Structure U8 3+4 ft 111.5 11.3 109.9 7.1 99 Pass
9 Structure V10 0+1 ft 111.5 11.3 112.0 7.8 100 Pass
10 Structure V10 1+2 ft 111.5 11.3 111.6 7.2 100 Pass
11 Structure V10 2+3 ft 111.5 11.3 110.0 7.0 99 Pass
12 Structure V7 0+1 ft 111.5 11.3 111.9 8.3 100 Pass
13 Structure V7 1+2 ft 111.5 11.3 110.3 7.4 99 Pass
14 Structure V7 2+3 ft 111.5 11.3 111.4 7.9 100 Pass
19 Structure O 0+1 ft 111.5 11.3 111.7 8.0 100 Pass
20 Structure O 1+2 ft 111.5 11.3 110.6 7.1 99 Pass
21 IStructure O 2+3 ft 1 111.5 1 11.3 1 112.1 1 8.1 1 101 1 Pass
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1
3 UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
UES Project No: 0110.1800758.0000
Workorder No: 9433926-2
Report Date: 03/01/2019
In -Place Density Test Report
Client: The Spanos Corporation UES Technician: Fernando Montalvo
2701 N. Rocky Point Drive, Suite 100 Date Tested: 02/27/2019
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1 st Street, Sanford, Seminole County, FL 32771
Type of Test:
Area Tested: Sanitary Pipe (Permit Number 18- Field: ASTM D-2937 Drive Cylinder Method
2508)
Material: Backfill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 = Springline of Pipe
The tests below meet the 98% minimum compaction requirement.
Maximum Optimum Field Dry Field Soil Pass
Test Density Moisture Density Moisture Compaction or
No. Location of Test Range pcf) pcf) Fail
15 V10 to V7 6"VC 0-1 ft 111.5 11.3 111.4 8.0 100 Pass
16 V10 to V7 6"VC 0+1 ft 111.5 11.3 111.1 7.6 100 Pass
17 V10 to V7 6"VC 1+2 ft 111.5 11.3 110.3 7.0 99 Pass
18 V10 to V7 6"VC 2+3 ft 111.5 11.3 110.1 6.9 99 Pass
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1
Project No: 000UNIVERSAL943763-1 CT.0220ReportNo.: 9437683-1 CT 022019
ENGINEERING SCIENCESED Wo rko rd arN o.: 9437683
Lab No.: 19M632-C
Consultants In: Geotechnical Engineering • Environmental Sciences Date 1st Issue: February 28, 2019
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Compressive Strength of
Grout Prism Test Specimens
ASTM C-1019)
Client The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100, Tampa, FL 33607
Project Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
Structural Element: Cell Fill
Sample Location: Third Floor Stair Tower (Permit # 17-1582) - Sampled at Southeast Corner of Wall
Set# 1 of 1 Sample From: Concrete Truck
General Information
General Contractor: The spanos
Subcontractor:
Supplier: Maschmeyer Concrete
Truck No.: 2843
Ticket No.: 1202802
Mix Design: 30550000 Admixture: NIS
Sample By: DiJon Davis On 02/20/2019
Specified Strength / Sampling Times
Specified Strength: 3000 psi @ 28 days
Mix Design Strength: 3000 psi @ 28 days
Water Added at Site: N/A
Time Batched: 8:37 AM
Time Sampled: 9:55 AM
Weather Condition: Partly Cloudy
Field Test Results
At Lab On or Before: 02/21/2019
Placement Information
Truck Load: 3.00 cu yds.
Cumulative Quantity: 3.00 cu yds.
Total Placement for the Day: 3.00 cu yds.
Air Content: N/A Slump: 4.50 inches Ambient Temp: 70 °F I Concrete Temp: 76 °F Unit Weight: N/A
Results of Laboratory Testing
Test
Results
Date
Tested
Age
Days
Type
Of
Fracture
Actual
Dimen.1
in)
Actual
Dimen.2
in)
Avg.
Dimen.
in)
Test
X-Sect.
Area (in2)
Max
Compressive
Load (lbs)
Test
Compressive
Strength(psi)
Average
psi)
1 02/27/2019 7 3.31 3.34 3.33 11.06 25,650 2,320
2 03/20/2019 28
3 03/20/2019 28
4 03/20/2019 28 1 -
Remarks Grout Prisms are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete
acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100%
of the specified strength will be attained by twenty-eight (28) days.
Note Test Results represent the Structural Element specified If an air test was not completed, that deviates from C31 procedure
Tested in Lab to C39
Cured in C-511
Test Not performed per C-1019, Grout Boxes were used
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization forpublication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal
Engineering Sciences.
1 of 1 Revised May 2018
0000DESProjectNo.: UNIVERSAL Date Typed: February 22, 2019
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection03BuildingCodeAdministration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE
Client: The Spanos Corporation
2701 N. Rocky Point Drive, Suite 100
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1st Street, Sanford, Seminole County, FL 32771
As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or
field inspection services on the above project. Testing results and/or inspection observations are reported on the attached
sheets. The contents of this package are summarized below:
Scope of Work
Work Order No. Date Type of Report
9433922-1 02/21/2019 In -Place Density Test Report
We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
the undersigned or Rosie Housein (extension 23078).
Attachments (1)
rh
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
Fred Schmalzer
r`J•cfUSF F.
2019.03.05
07: 38:15 -05 00
Fred J. Schmalzer, P.E.
Vice President - Construction Services
STATE OF FLORIDA
Professional Engineer No. 38818
This item has been electronically signed and sealed by Fred
J. Schmalzer, P.E. using a Digital Signature. Printed copies
of this document are not considered signed and sealed and
the signature must be verified on any electronic copies.
For the mutual protection of Universal's clients, the general public, and ourselves, our reports are submitted as the confidential property of our clients.
Accordingly, authorization for reliance upon, or publication of, all or portions of this report is reserved pending our written approval.
Revised May 2015
3 UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
UES Project No: 0110.1800758.0000
Workorder No: 9433922-1
Report Date: 02/22/2019
In -Place Density Test Report
Client: The Spanos Corporation LIES Technician: Fernando Montalvo
2701 N. Rocky Point Drive, Suite 100 Date Tested: 02/21/2019
Tampa, FL 33607
Project: Lake Monroe Apartments, Materials Testing
US 92 & West 1 st Street, Sanford, Seminole County, FL 32771
Type of Test:
Area Tested: Storm Structure (Permit Number 18- Field: ASTM D-2937 Drive Cylinder Method
2508)
Material: Backfill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 = Bottom of Storm Inlet Structure
Tha tpctq halnw mPPt the PR% minimum compaction reauirement.
Test
No. Location of Test Range
Maximum
Density
pcf)
Optimum
Moisture
Field Dry
Density
pcf)
Field
Moisture
Soil
Compaction
Pass
or
Fail
1 S-65 0+1 ft 111.5 11.3 111.8 8.8 100 Pass
2 S-65 1 +2 ft 111.5 11.3 110.5 8.0 99 Pass
3 S-65 2+3 ft 111.5 11.3 110.1 7.7 99 Pass
4 S-67 2+3 ft 111.5 11.3 110.7 8.3 99 Pass
5 S-69 4+5 ft 111.5 11.3 111.1 8.0 100 Pass
6 S-69 5+6 ft 111.5 11.3 110.7 7.9 99 Pass
7 S-69 6+7 ft 111.5 11.3 110.0 7.1 99 Pass
8 S-75 0+1 ft 111.5 11.3 111.9 8.7 100 Pass
9 S-75 1+2 ft 111.5 11.3 110.6 7.6 99 Pass
10 S-75 2+3 ft 1 111.5 1 11.3 1 109.9 7.0 99 1 Pass
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property ofour clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1