Nemer Chrysler Jeep Dodge Ram concrete test report 34 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