Wedgewood Apts concrete test report 134 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Fax: (518) 399-1913
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
4585 / 820135 0 / 820136 4565 / 820137
10.00 / 10.00 4 10.00 / 20.00 4 10.00 / 30.00 4.45
2.35 / 2.55 0 ##2.42 / 2.57 0 3.25 / 3.45 0
3.15 / 3.45 # 3 3.45 / 4.05 ##4.08 / 4.27 4.00
MAX: 1.50 )2 1.17 0 2 1.38 0 3 1.03 0
0.35 5.00 3 0.42 4.75 4 0.25 5.00 4
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.27
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 ) 5.00 0 4.75 0 5.00 0
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 )0.00 0 5.00 0 0.00 0038040
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 144.08 0 0.00 0
- 90 ) 70 0 70 0 70 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 174549 - 174554 0 0 0
0
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.174549 07/04/17 7 3230 0
COARSE AGGREGATE #2: LBS.174550 07/04/17 7 3100 0
COARSE AGGREGATE #3: LBS.174551 07/25/17 28 4310 0
FINE AGGREGATE: LBS.174552 07/25/17 28 4440 0
ADMIXTURE #1: OZS.174553 07/25/17 28 4550 0
ADMIXTURE #2: OZS.174554 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
TOM JOSLIN, S.E.T. (NICET)0 0 0 0 01/00/00 0 0 X
MANAGER TECHNICAL SVCS.0 0 0 0 01/00/00 0 0 X
Tom Joslin Tom Joslin Tom Joslin Tom Joslin
APPLIED LOAD
13
06/27/17
1162.009
174549
60's: P. CLOUDY
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. DARREN VanDeWARKER
SCHEMERHORN CONSTRUCTION, INC.
536 BAY ROAD, SUITE 2
QUEENSBURY, NEW YORK 12804
WEDGEWOOD APARTMENTS: BURKE DRIVE, QUEENSBURY, NY.
IF APPLICABLE:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
CONCRETE TEMP. (F) (SPEC:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
LAB CYLINDER CONTROL NUMBERS:
WATER:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
40,600
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 0
0
0
55,750
38,950
0
0
54,100
57,150
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA, LLC
0
ULTIMATE
06/28/17
4.00
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
3000
BUILDING #1: FOUNDATION WALL: EAST INTERIOR WALL; NORTH WALL, EAST THIRD; EAST WALL, NORTH HALF
BUILDING #1: FOUNDATION WALL: EAST WALL; SOUTH HALF; SOUTH WALL, EAST HALF
PLACEMENT LOCATION OF LOAD #
BUILDING #1: FOUNDATION WALL: WEST INTERIOR WALL; NORTH WALL, CENTER THIRD
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 Fax: (518) 399-1913
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 :
0 0 0
4 5 0 0
4905 / 820138 4585 / 820139 0 0 0
10.00 / 40.00 5 10.00 / 50.00 5 0.00 0 0.00 0
4.15 / 4.32 0 ##4.45 / 5.00 0 0.00 0 0.00 0
4.37 / 4.59 # 5 5.01 / 5.20 ## 0.00 0 0.00 0.00
MAX: 1.50 )4 0.73 0 4 0.58 0 0 0.00 0
0.15 4.75 4 0.45 5.00 5 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
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 ) 4.75 0 5.00 0 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 )0.00 0 5.60 0 0.00 0037900
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 143.55 0 0.00 0
- 90 ) 71 0 70 0 0 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 174555 - 174560 0 0 0
0
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.174555 07/04/17 7 2870 X
COARSE AGGREGATE #2: LBS.174556 07/04/17 7 2830 X
COARSE AGGREGATE #3: LBS.174557 07/25/17 28 3960 0
FINE AGGREGATE: LBS.174558 07/25/17 28 4160 0
ADMIXTURE #1: OZS.174559 07/25/17 28 4050 0
ADMIXTURE #2: OZS.174560 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
TOM JOSLIN, S.E.T. (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:
BUILDING #1: FOUNDATION WALL: SOUTH WALL, WEST HALF; WEST WALL, SOUTH HALF
BUILDING #1: FOUNDATION WALL: WEST WALL, NORTH HALF; NORTH WALL, WEST THIRD
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
3000
0
JOINTA-GALUSHA, LLC
0
ULTIMATE
06/28/17
4.00
0
0.0
0
0
0
0
52,300
0
0
0
0
0
0
8:
1: FILE
2: SUPPLIER
35,550
0
0
49,800
50,900
0
0
DISCREPANCIES & REMARKS:
0.0
4:
0.0
5:
6:
7:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
36,100
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. DARREN VanDeWARKER
SCHEMERHORN CONSTRUCTION, INC.
536 BAY ROAD, SUITE 2
QUEENSBURY, NEW YORK 12804
WEDGEWOOD APARTMENTS: BURKE DRIVE, QUEENSBURY, NY.
Tom Joslin Tom Joslin Tom Joslin Tom Joslin
APPLIED LOAD
13
06/27/17
1162.009
174555
60's: P. CLOUDY