CJDR of Qby Final Report of Const Observations signed
Structural
Civil
Municipal
DANIEL W. RYAN P.E.
Licensed Professional Engineer
P.O. Box 596 • Glens Falls, NY • 12801 • (518) 792-9264
www.dwrpe.com
April 5, 2021
Town of Queensbury
Building & Codes Department
742 Bay Road
Queensbury, NY 12804
RE: CJDR of Queensbury Building Addition – 728 Quaker Rd, Queensbury NY 12804
DWRPE assisted with special inspections required for the above project relating to structural work
designed by our office and for the PEMB structural frame. Construction observations included;
- reinforced concrete work including footings, foundation components, and slabs
- structural steel framing and building components for the PEMB per the erection drawings
Construction material testing was performed by Construction Technology for soil and concrete, their
reports, which were forwarded to our office, are attached for your records.
To the best of my information, knowledge, and belief, special inspection and testing required for this
project in accordance with Chapter 17 of the 2020 Building Code of NYS have been performed with
satisfactory results, and any discovered discrepancies or deficiencies have been resolved.
DWRPE also performed periodic construction observation for the above project relating to all other
work for the building addition designed, specified, depicted, or designated on construction drawings
prepared by our office and used as the basis of issuance of the building permit.
To the best of my information, knowledge, and belief, and upon information gathered or obtained during
completion of the project and by periodic visible observation of completed work, and with the
Contractor being notified of observed discrepancies or deficiencies in observed work for correction,
the corresponding project and related work specified for such appears to be in general conformance
with plans and specifications prepared for the project.
All interim reports and/or project related correspondence or communications prior to this final report
form the basis for and are to be considered, by reference, an integral part of this final report.
Respectfully submitted:
Daniel W. Ryan, P.E.
NOTE: Periodic observation means that a representative from our office periodically visited the construction site to observe and verify that
visible portions of work at the time of the site visit were constructed in general conformance with project drawings and specifications.
Although we attempt to observe all components and/or work of greatest importance, it is noteworthy to state that it is likely that some work or
components may not have been observed at all during construction, depending on the timing and frequency of our site visits. This certificate
or report does not constitute an acceptance of work completed by the Contractor not in accordance with project or construction drawings,
contract documents, or project related specifications, nor is it a release of the Contractor’s obligation to complete all work and ensure all
work is in general accordance with all applicable code requirements, the projects technical specifications, and all project related and permit
documentation. This certification shall constitute a guarantee or warrantee of any conditions or work, whether explicitly stated or implied.
4 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Email: constructiontech@live.com
CLIENT: REPORT NUMBER: : PAGE #: 1
INSPECTION DATE:
OUR FILE NUMBER:5
INSPECTOR & TEST SET: DAVE CASAW #5
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
4907 / 844132 4908 / 844133 4903 / 844134
11.00 / 11.00 7 11.00 / 22.00 8 11.00 / 33.00 7.883
6.43 / 6.58 0 ##7.04 / 7.22 0 7.27 / 7.41 0
7.06 / 7.15 # 7 7.24 / 7.33 ##7.43 / 7.53 8.00
MAX: 1.50 )6 0.53 0 7 0.48 0 7 0.43 0
0.43 5.75 7 0.04 5.50 7 0.27 6.00 7
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.53
5.75 5.50 6.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.75 1 5.50 1 6.00 1
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.40 0 0.00 0 0.00 0379600
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 143.78 0 0.00 0 0.00 0
- 90 ) 80 0 79 0 80 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
205017 - 205022 0 0 0 0 0 0
1:
CONCRETE SUPPLIER:CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM: C39
P.S.I. @ 28 DAYS :UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED:
CEMENT:LBS.CYLINDER TEST UNIT
CEMENT:LBS. NUMBER DATE P.S.I.
GAL.
COARSE AGGREGATE #1: LBS.205017 12/22/20 7 4000 0
COARSE AGGREGATE #2: LBS.205018 12/22/20 7 3790 X
COARSE AGGREGATE #3: LBS.205019 01/12/21 28 5610 0
FINE AGGREGATE: LBS.205020 01/12/21 28 5800 0
ADMIXTURE #1: OZS.205021 01/12/21 28 5540 0
ADMIXTURE #2: OZS.205022 01/00/00 SPARE 0 X
ADMIXTURE #3: OZS.
AIR ENTRAINING AGENT: OZS.0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
REPORT DISTRIBUTION:0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
0 0 0 01/00/00 0 0 X
RESPECTFULLY SUBMITTED,0 0 0 0 01/00/00 0 0 X
CONSTRUCTION TECHNOLOGY 0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
ROBERT BEHAN (NICET)0 0 0 0 01/00/00 0 0 X
MANAGER TECHNICAL SVCS.0 0 0 0 01/00/00 0 0 X
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
3
12/15/20
100.202
205017
20's: CLEAR
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. CHARLES ALBRECHT
R & P QUAKER II REALTY, LLC
728 QUAKER ROAD
QUEENSBURY, NEW YORK 12804
NEMER CHRYSLER JEEP DODGE RAM: QUEENSBURY, NEW YORK
CONCRETE TEMP. (F) (SPEC:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
IF APPLICABLE:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
LAB CYLINDER CONTROL NUMBERS:
WATER:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
50,200
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
47,650
0
0
70,400
69,600
0
0
0
72,850
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA CONCRETE, INC.
CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION.
ULTIMATE
12/16/20
0.00
C O N C R E T E F I E L D I N S P E C T I O N & C O M P R E S S I O N T E S T R E S U L T S
0.00
TEST AGE
4000
SLAB ON GRADE: WEST PROCEEDING EAST
SLAB ON GRADE: WEST PROCEEDING EAST
PLACEMENT LOCATION OF LOAD #
SLAB ON GRADE: WEST PROCEEDING EAST
0.00
45
PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE.
PER DRAWING: S-202, DETAIL: 5
GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS.
PLACEMENT AREA REINFORCEMENT:
PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.
PLACEMENT WEATHER PROTECTION:
4 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Email: constructiontech@live.com
CLIENT: REPORT NUMBER: : PAGE #: 2
INSPECTION DATE:
OUR FILE NUMBER:5
INSPECTOR & TEST SET: DAVE CASAW #5
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
4 :
PLACEMENT LOCATION OF LOAD # 5 :
PLACEMENT LOCATION OF LOAD # 6 :
4 5 0 6
4907 / 844135 4908 / 844136 4903 / 844137
11.00 / 44.00 8 11.00 / 55.00 9 11.00 / 66.00 8.85
7.41 / 7.54 0 ##7.53 / 8.07 0 8.09 / 8.22 0
8.00 / 8.15 # 8 8.18 / 8.32 ##8.34 / 8.51 9.00
MAX: 1.50 )7 0.57 0 7 0.65 0 8 0.70 0
0.41 5.75 8 0.53 6.25 8 0.09 5.75 8
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.51
5.75 6.25 5.75
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.75 1 6.25 1 5.75 1
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 )0.00 0 5.90 0 0.00 0037560
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 142.26 0 0.00 0
- 90 ) 78 0 80 0 79 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 205023 - 205028 0 0 0
1:
CONCRETE SUPPLIER:CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM: C39
P.S.I. @ 28 DAYS :UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED:
CEMENT:LBS.CYLINDER TEST UNIT
CEMENT:LBS. NUMBER DATE P.S.I.
GAL.
COARSE AGGREGATE #1: LBS.205023 12/22/20 7 3610 X
COARSE AGGREGATE #2: LBS.205024 12/22/20 7 3740 X
COARSE AGGREGATE #3: LBS.205025 01/12/21 28 5240 0
FINE AGGREGATE: LBS.205026 01/12/21 28 5120 0
ADMIXTURE #1: OZS.205027 01/12/21 28 5270 0
ADMIXTURE #2: OZS.205028 01/00/00 SPARE 0 X
ADMIXTURE #3: OZS.
AIR ENTRAINING AGENT: OZS.0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
REPORT DISTRIBUTION:0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
0 0 0 01/00/00 0 0 X
RESPECTFULLY SUBMITTED,0 0 0 0 01/00/00 0 0 X
CONSTRUCTION TECHNOLOGY 0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
ROBERT BEHAN (NICET)0 0 0 0 01/00/00 0 0 X
MANAGER TECHNICAL SVCS.0 0 0 0 01/00/00 0 0 X
CONSTRUCTION TECHNOLOGY
R & P QUAKER II REALTY, LLC 3
728 QUAKER ROAD 12/15/20
QUEENSBURY, NEW YORK 12804 100.202
MR. CHARLES ALBRECHT 20's: CLEAR
PROJECT:NEMER CHRYSLER JEEP DODGE RAM: QUEENSBURY, NEW YORK 205023
C O N C R E T E F I E L D I N S P E C T I O N & C O M P R E S S I O N T E S T R E S U L T S
PLACEMENT LOCATION OF LOAD # SLAB ON GRADE: WEST PROCEEDING EAST
SLAB ON GRADE: WEST PROCEEDING EAST
SLAB ON GRADE: WEST PROCEEDING EAST
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
TIME CONC. BATCHED / ARRIVED:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE:
0.00
0.00
0.00
CONCRETE TEMP. (F) (SPEC:45
LAB CYLINDER CONTROL NUMBERS:
DISCREPANCIES & REMARKS: CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION.
PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.PER DRAWING: S-202, DETAIL: 5
PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS.
PLACEMENT WEATHER PROTECTION: PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE.
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
JOINTA-GALUSHA CONCRETE, INC.
DESIGN STRENGTH & FORMULA: 4000 12/16/20
0 TEST AGE ULTIMATE
0 DAYS APPLIED LOAD
WATER:0.0
45,300
46,950
65,850
0 64,300
0.0 66,150
0
0
0.0 0
0
0
1: FILE 5:0
2: SUPPLIER 6:0
3:7:0
Robert BehanRobert BehanRobert BehanRobert Behan 0
0
0
4:8:0
0
0
0
4 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Email: constructiontech@live.com
CLIENT: REPORT NUMBER: : PAGE #: 1
INSPECTION DATE:
OUR FILE NUMBER:5
INSPECTOR & TEST SET: DAVE CASAW #5
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
0 0 0
1 2 0 0
4905 / 843732 4598 / 843733 0 0 0
11.50 / 11.50 2 11.50 / 23.00 2 0.00 0 0.00 0
12.40 / 1.06 0 ##1.03 / 1.15 0 0.00 0 0.00 0
1.26 / 1.39 # 1 2.04 / 2.21 ## 0.00 0 0.00 0.00
MAX: 1.50 )12 0.98 0 1 1.30 0 0 0.00 0
0.40 5.50 1 0.03 5.25 2 0.00 0.00 0
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.00
5.50 5.25 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.50 1 5.25 1 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.40 0 0.00 0 0.00 0373500
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 141.47 0 0.00 0 0.00 0
- 90 ) 80 0 79 0 0 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
204727 - 204732 0 0 0 0 0 0
1:
CONCRETE SUPPLIER:CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM: C39
P.S.I. @ 28 DAYS :UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED:
CEMENT:LBS.CYLINDER TEST UNIT
CEMENT:LBS. NUMBER DATE P.S.I.
GAL.
COARSE AGGREGATE #1: LBS.204727 11/30/20 7 3820 X
COARSE AGGREGATE #2: LBS.204728 11/30/20 7 3970 X
COARSE AGGREGATE #3: LBS.204729 12/21/20 28 5250 0
FINE AGGREGATE: LBS.204730 12/21/20 28 5350 0
ADMIXTURE #1: OZS.204731 12/21/20 28 5200 0
ADMIXTURE #2: OZS.204732 01/00/00 SPARE 0 X
ADMIXTURE #3: OZS.
AIR ENTRAINING AGENT: OZS.0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
REPORT DISTRIBUTION:0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
0 0 0 01/00/00 0 0 X
RESPECTFULLY SUBMITTED,0 0 0 0 01/00/00 0 0 X
CONSTRUCTION TECHNOLOGY 0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
ROBERT BEHAN (NICET)0 0 0 0 01/00/00 0 0 X
MANAGER TECHNICAL SVCS.0 0 0 0 01/00/00 0 0 X
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
2
11/23/20
100.202
204727
40's: PARTLY CLOUDY
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. CHARLES ALBRECHT
R & P QUAKER II REALTY, LLC
728 QUAKER ROAD
QUEENSBURY, NEW YORK 12804
NEMER CHRYSLER JEEP DODGE RAM: QUEENSBURY, NEW YORK
CONCRETE TEMP. (F) (SPEC:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
IF APPLICABLE:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
LAB CYLINDER CONTROL NUMBERS:
WATER:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
47,950
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
49,900
0
0
65,900
65,350
0
0
0
67,200
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA CONCRETE, INC.
0
ULTIMATE
11/24/20
0.00
C O N C R E T E F I E L D I N S P E C T I O N & C O M P R E S S I O N T E S T R E S U L T S
0.00
TEST AGE
4500
FOUNDATION WALL: SOUTH WALL AND WEST WALL, SOUTH HALF
FOUNDATION WALL: NORTH WALL AND WEST WALL, NORTH HALF
PLACEMENT LOCATION OF LOAD #
0
0.00
45
PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE.
PER DRAWING: S-202, DETAIL: 5
GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS.
PLACEMENT AREA REINFORCEMENT:
PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.
PLACEMENT WEATHER PROTECTION:
4 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Email: constructiontech@live.com
CLIENT: REPORT NUMBER: : PAGE #: 1
INSPECTION DATE:
OUR FILE NUMBER:5
INSPECTOR & TEST SET: DAVE CASAW #5
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
0 0 0
1 2 0 0
4905 / 843690 4911 / 843 0 0 0
11.50 / 11.50 3 11.50 / 23.00 4 0.00 0 0.00 0
2.12 / 2.31 0 ##1.56 / 2.40 0 0.00 0 0.00 0
2.42 / 3.00 # 2 3.17 / 3.32 ## 0.00 0 0.00 0.00
MAX: 1.50 )2 0.80 0 1 1.60 1 0 0.00 0
0.12 5.50 3 0.56 6.00 3 0.00 0.00 0
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.00
5.50 6.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.50 1 6.00 1 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.70 0 0.00 0 0.00 0379800
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 143.85 0 0.00 0 0.00 0
- 90 ) 81 0 80 0 0 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
204676 - 204681 0 0 0 0 0 0
1:
CONCRETE SUPPLIER:CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM: C39
P.S.I. @ 28 DAYS :UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED:
CEMENT:LBS.CYLINDER TEST UNIT
CEMENT:LBS. NUMBER DATE P.S.I.
GAL.
COARSE AGGREGATE #1: LBS.204676 11/27/20 7 4010 X
COARSE AGGREGATE #2: LBS.204677 11/27/20 7 3900 X
COARSE AGGREGATE #3: LBS.204678 12/18/20 28 5270 0
FINE AGGREGATE: LBS.204679 12/18/20 28 5170 0
ADMIXTURE #1: OZS.204680 12/18/20 28 5400 0
ADMIXTURE #2: OZS.204681 01/00/00 SPARE 0 X
ADMIXTURE #3: OZS.
AIR ENTRAINING AGENT: OZS.0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
REPORT DISTRIBUTION:0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
0 0 0 01/00/00 0 0 X
RESPECTFULLY SUBMITTED,0 0 0 0 01/00/00 0 0 X
CONSTRUCTION TECHNOLOGY 0 0 0 0 01/00/00 0 0 X
0 0 0 0 01/00/00 0 0 X
ROBERT BEHAN (NICET)0 0 0 0 01/00/00 0 0 X
MANAGER TECHNICAL SVCS.0 0 0 0 01/00/00 0 0 X
PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE.
PER DRAWING: S-202, DETAIL: 5
GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS.
PLACEMENT AREA REINFORCEMENT:
PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.
PLACEMENT WEATHER PROTECTION:
FOOTING: SOUTH WALL AND WEST WALL, SOUTH HALF
FOOTING: NORTH WALL AND WEST WALL, NORTH HALF
PLACEMENT LOCATION OF LOAD #
0
0.00
45
C O N C R E T E F I E L D I N S P E C T I O N & C O M P R E S S I O N T E S T R E S U L T S
0.00
TEST AGE
4500
0
JOINTA-GALUSHA CONCRETE, INC.
CONTRACTOR NOTIFIED: LOAD 2: OVERTIME
ULTIMATE
11/23/20
0.00
0
0.0
0
0
0
0
64,900
0
0
0
0
0
0
8:
1: FILE
2: SUPPLIER
48,950
0
0
66,250
67,850
0
0
DISCREPANCIES & REMARKS:
0.0
4:
0.0
5:
6:
7:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
50,400
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
LAB CYLINDER CONTROL NUMBERS:
WATER:
CONCRETE TEMP. (F) (SPEC:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
IF APPLICABLE:
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. CHARLES ALBRECHT
R & P QUAKER II REALTY, LLC
728 QUAKER ROAD
QUEENSBURY, NEW YORK 12804
NEMER CHRYSLER JEEP DODGE RAM: QUEENSBURY, NEW YORK
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
1
11/20/20
100.202
204676
50's: CLOUDY