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435 Independence Avenue, Suite C, Mechanicsburg, PA 17055 ▪ 717-458-0800 ▪ www.advantageengineers.com
DAILY FIELD REPORT
Date: June 29, 2016 Contractor M&K Concrete
Client: Messiah Lifeways Weather: 78°F, Sunny
Project No.: 1500803.01 Project: Messiah Project Envision
Detailed Description of Work Performed and/or Observed:
A representative of Advantage Engineers, LLC (Advantage) was on site to monitor construction activities at the
above referenced project site.
Concrete Construction:
Upon arrival, M&K Concrete (M&K) was preparing to place approximately forty-nine and half (49.5) cubic yards of
4,000-psi air-entrained concrete for the floor slab of residential living section-C (See Sketch Below – Not to
Scale).
Pennsy Supply first truck #6128 carrying 10 yards on ticket #46915052 arrived on site around approximately 7:40
am with discharge at 7:48. One (1) set (set-87) of five (5) concrete cylinders was cast for unconfined compressive
strength testing (UCS) in accordance with applicable ASTM and ACI standards.
Upon completion of the floor slab, M&K Concrete (M&K) began to place approximately five (5) cubic yards of
3,000-psi small aggregate concrete for the stairway pad of residential living section-A form the third floor to the
top (See Sketch Below – Not to Scale).
A Pennsy Supply truck #6099 carrying the new mixture of five (5) yards on ticket #46914070 arrived on site
around approximately 10:23 am with discharge at 10:30. One (1) set (set-88) of five (5) concrete cylinders was
cast for unconfined compressive strength testing (UCS) in accordance with applicable ASTM and ACI standards.
Upon completion of the stairway pad, M&K Concrete (M&K) began to place approximately twenty (20) cubic yards
of 4,500-psi air-entrained concrete for column 30-w-y wall, 28-w-y wall, y- 28-27, v-30, u.8-32, A.04-23,
and A.03-22 (See Sketch Below – Not to Scale).
A Pennsy Supply truck #7133 carrying the new mixture of nine and a half (9.5) yards on ticket #46914081 arrived
on site around approximately 12:23 pm with discharge at 12:30. One (1) set (set-89) of five (5) concrete cylinders
was cast for unconfined compressive strength testing (UCS) in accordance with applicable ASTM and ACI
standards.
Messiah Project Envision
June 29, 2016
Page 2 of 5
Upon completion of the columns and shear walls, M&K Concrete (M&K) began to place approximately thirty (30)
cubic yards of 3000-psi air-entrained concrete for northwest stairwell footers of the enhanced living foundation
(See site plan below).
A Pennsy Supply truck #7160 carrying the new mixture of nine and a half (9.5) yards on ticket #46914098 arrived
on site around approximately 2:41 pm with discharge at 2:48. One (1) set (set-90) of five (5) concrete cylinders
was cast for unconfined compressive strength testing (UCS) in accordance with applicable ASTM and ACI
standards.
The lab cured specimens will be tested on the following schedule:
 One (1) at seven (7) days.
 Three (3) at twenty-eight (28) days.
 One (1) to be held.
Please see the following table for concrete information. Results of compressive strength testing will be forwarded
under a separate cover.
SET # SUPPLIER SLUMP AIR TEMP CON. TEMP % AIR
87 Pennsy Supply 6.00” 68°F 81°F 5.7%
88 Pennsy Supply 3.25 73°F 83°F 2.2%
89 Pennsy Supply 6.50 77°F 87°F 5.4%
90 Pennsy Supply 6.00 78°F 84°F 1.9%
Messiah Project Envision
June 29, 2016
Page 3 of 5
Residential living-Section C & Stairwell Section A
Floor slab-
Section C
Stairwell Section-
A
Messiah Project Envision
June 29, 2016
Page 4 of 5
Columns & Shear Walls
4500 PSI Concrete
Column Walls
Messiah Project Envision
June 29, 2016
Page 5 of 5
Enhanced Living Footer
Advantage will return to the site, upon the request of the client, to continue monitoring construction activities.
Field Representative: Taylor Guevarez
Reviewed by:

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advantage example

  • 1. 435 Independence Avenue, Suite C, Mechanicsburg, PA 17055 ▪ 717-458-0800 ▪ www.advantageengineers.com DAILY FIELD REPORT Date: June 29, 2016 Contractor M&K Concrete Client: Messiah Lifeways Weather: 78°F, Sunny Project No.: 1500803.01 Project: Messiah Project Envision Detailed Description of Work Performed and/or Observed: A representative of Advantage Engineers, LLC (Advantage) was on site to monitor construction activities at the above referenced project site. Concrete Construction: Upon arrival, M&K Concrete (M&K) was preparing to place approximately forty-nine and half (49.5) cubic yards of 4,000-psi air-entrained concrete for the floor slab of residential living section-C (See Sketch Below – Not to Scale). Pennsy Supply first truck #6128 carrying 10 yards on ticket #46915052 arrived on site around approximately 7:40 am with discharge at 7:48. One (1) set (set-87) of five (5) concrete cylinders was cast for unconfined compressive strength testing (UCS) in accordance with applicable ASTM and ACI standards. Upon completion of the floor slab, M&K Concrete (M&K) began to place approximately five (5) cubic yards of 3,000-psi small aggregate concrete for the stairway pad of residential living section-A form the third floor to the top (See Sketch Below – Not to Scale). A Pennsy Supply truck #6099 carrying the new mixture of five (5) yards on ticket #46914070 arrived on site around approximately 10:23 am with discharge at 10:30. One (1) set (set-88) of five (5) concrete cylinders was cast for unconfined compressive strength testing (UCS) in accordance with applicable ASTM and ACI standards. Upon completion of the stairway pad, M&K Concrete (M&K) began to place approximately twenty (20) cubic yards of 4,500-psi air-entrained concrete for column 30-w-y wall, 28-w-y wall, y- 28-27, v-30, u.8-32, A.04-23, and A.03-22 (See Sketch Below – Not to Scale). A Pennsy Supply truck #7133 carrying the new mixture of nine and a half (9.5) yards on ticket #46914081 arrived on site around approximately 12:23 pm with discharge at 12:30. One (1) set (set-89) of five (5) concrete cylinders was cast for unconfined compressive strength testing (UCS) in accordance with applicable ASTM and ACI standards.
  • 2. Messiah Project Envision June 29, 2016 Page 2 of 5 Upon completion of the columns and shear walls, M&K Concrete (M&K) began to place approximately thirty (30) cubic yards of 3000-psi air-entrained concrete for northwest stairwell footers of the enhanced living foundation (See site plan below). A Pennsy Supply truck #7160 carrying the new mixture of nine and a half (9.5) yards on ticket #46914098 arrived on site around approximately 2:41 pm with discharge at 2:48. One (1) set (set-90) of five (5) concrete cylinders was cast for unconfined compressive strength testing (UCS) in accordance with applicable ASTM and ACI standards. The lab cured specimens will be tested on the following schedule:  One (1) at seven (7) days.  Three (3) at twenty-eight (28) days.  One (1) to be held. Please see the following table for concrete information. Results of compressive strength testing will be forwarded under a separate cover. SET # SUPPLIER SLUMP AIR TEMP CON. TEMP % AIR 87 Pennsy Supply 6.00” 68°F 81°F 5.7% 88 Pennsy Supply 3.25 73°F 83°F 2.2% 89 Pennsy Supply 6.50 77°F 87°F 5.4% 90 Pennsy Supply 6.00 78°F 84°F 1.9%
  • 3. Messiah Project Envision June 29, 2016 Page 3 of 5 Residential living-Section C & Stairwell Section A Floor slab- Section C Stairwell Section- A
  • 4. Messiah Project Envision June 29, 2016 Page 4 of 5 Columns & Shear Walls 4500 PSI Concrete Column Walls
  • 5. Messiah Project Envision June 29, 2016 Page 5 of 5 Enhanced Living Footer Advantage will return to the site, upon the request of the client, to continue monitoring construction activities. Field Representative: Taylor Guevarez Reviewed by: