Wedgewood Apts concrete test report 224 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
4589 / 821508 4587 / 821509 4504 / 821510
10.00 / 10.00 1 10.00 / 20.00 2 10.00 / 30.00 2.433
12.30 / 1.00 0 ##1.10 / 1.40 0 1.20 / 1.50 0
1.09 / 1.25 # 1 1.44 / 2.00 ##2.08 / 2.26 2.00
MAX: 1.50 )12 0.92 0 1 0.83 0 1 1.10 0
0.30 5.50 1 0.10 5.00 2 0.20 5.00 2
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.26
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.50 1 5.00 0 5.00 0
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.90 0 0.00 0 0.00 0385300
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 145.94 0 0.00 0 0.00 0
- 90 ) 76 0 75 0 76 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
176193 - 176198 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.176193 08/31/17 7 2020 X
COARSE AGGREGATE #2: LBS.176194 08/31/17 7 2130 X
COARSE AGGREGATE #3: LBS.176195 09/21/17 28 3450 0
FINE AGGREGATE: LBS.176196 09/21/17 28 3590 0
ADMIXTURE #1: OZS.176197 09/21/17 28 3650 0
ADMIXTURE #2: OZS.176198 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 #6: FOUNDATION WALL: EAST WALL, NORTH HALF
BUILDING #6: FOUNDATION WALL: EAST WALL, SOUTH HALF
PLACEMENT LOCATION OF LOAD #
BUILDING #6: FOUNDATION WALL: SOUTH WALL
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
CONTRACTOR NOTIFIED: LOAD 1: SLUMP
ULTIMATE
08/25/17
4.00
0
0.0
0
0
0
0
45,100
0
0
0
0
0
0
8:
1: FILE
2: SUPPLIER
26,800
0
0
43,300
45,850
0
0
DISCREPANCIES & REMARKS:
0.0
4:
0.0
5:
6:
7:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
25,350
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
22
08/24/17
1162.009
176193
60's: P. CLOUDY
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
4560 / 821511 4587 / 821517 0 0 0
10.00 / 40.00 3 10.00 / 50.00 3 0.00 0 0.00 0
2.10 / 2.38 0 ##2.39 / 3.09 0 0.00 0 0.00 0
2.43 / 3.00 # 3 3.11 / 3.28 ## 0.00 0 0.00 0.00
MAX: 1.50 )2 0.83 0 2 0.82 0 0 0.00 0
0.10 5.50 3 0.39 5.50 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
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.50 1 5.50 1 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 )0.00 0 4.80 0 0.00 0038130
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 144.42 0 0.00 0
- 90 ) 77 0 76 0 0 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 176199 - 176204 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.176199 08/31/17 7 2240 X
COARSE AGGREGATE #2: LBS.176200 08/31/17 7 2140 X
COARSE AGGREGATE #3: LBS.176201 09/21/17 28 3550 0
FINE AGGREGATE: LBS.176202 09/21/17 28 3480 0
ADMIXTURE #1: OZS.176203 09/21/17 28 3580 0
ADMIXTURE #2: OZS.176204 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
22
08/24/17
1162.009
176199
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:
28,100
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
43,700
26,900
0
0
44,550
45,000
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA, LLC
CONTRACTOR NOTIFIED: LOAD 4,5: SLUMP
ULTIMATE
08/25/17
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 #6: FOUNDATION WALL: WEST WALL, SOUTH HALF
BUILDING #6: FOUNDATION WALL: WEST WALL, NORTH HALF; NORTH WALL
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: