Wedgewood Apts concrete test report 234 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
4525 / 3171252 4536 / 3171253 4565 / 3171254
10.00 / 10.00 #10.00 / 20.00 13 10.00 / 30.00 1.35
11.30 / 12.05 0 ##11.45 / 12.21 0 12.30 / 1.00 0
12.15 / 12.34 # 12 12.37 / 12.49 ##1.04 / 1.21 1.00
MAX: 1.50 )11 1.07 0 11 1.07 0 12 0.85 0
0.30 5.50 # 0.45 5.75 12 0.30 6.00 1
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.21
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.50 1 5.75 1 6.00 1
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.40 0 0.00 0 0.00 0390200
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 147.79 0 0.00 0 0.00 0
- 90 ) 72 0 72 0 71 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
176312 - 176317 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.176312 09/06/17 7 2130 X
COARSE AGGREGATE #2: LBS.176313 09/06/17 7 2220 X
COARSE AGGREGATE #3: LBS.176314 09/27/17 28 3160 0
FINE AGGREGATE: LBS.176315 09/27/17 28 3030 0
ADMIXTURE #1: OZS.176316 09/27/17 28 3070 0
ADMIXTURE #2: OZS.176317 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
23
08/30/17
1162.009
176312
70's: CLEAR
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:
26,750
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
38,050
27,900
0
0
39,700
38,550
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA, LLC
CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP
ULTIMATE
08/31/17
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 #7: FOUNDATION WALL: SOUTH WALL, EAST HALF
BUILDING #7: FOUNDATION WALL: SOUTH WALL, WEST HALF
PLACEMENT LOCATION OF LOAD #
BUILDING #7: FOUNDATION WALL: WEST WALL
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
4589 / 3171255 4901 / 3171256 0 0 0
10.00 / 40.00 2 10.00 / 50.00 3 0.00 0 0.00 0
1.13 / 1.44 0 ##1.48 / 2.20 0 0.00 0 0.00 0
1.46 / 2.11 # 2 2.22 / 2.41 ## 0.00 0 0.00 0.00
MAX: 1.50 )1 0.97 0 1 0.88 0 0 0.00 0
0.13 6.00 2 0.48 6.00 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
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )6.00 1 6.00 1 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 )0.00 0 5.70 0 0.00 0038750
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 146.77 0 0.00 0
- 90 ) 72 0 72 0 0 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 176318 - 176323 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.176318 09/06/17 7 1870 X
COARSE AGGREGATE #2: LBS.176319 09/06/17 7 1910 X
COARSE AGGREGATE #3: LBS.176320 09/27/17 28 3070 0
FINE AGGREGATE: LBS.176321 09/27/17 28 3200 0
ADMIXTURE #1: OZS.176322 09/27/17 28 3170 0
ADMIXTURE #2: OZS.176323 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 #7: FOUNDATION WALL: NORTH WALL, WEST HALF
BUILDING #7: FOUNDATION WALL: NORTH WALL, EAST 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
3000
0
JOINTA-GALUSHA, LLC
CONTRACTOR NOTIFIED: LOAD 4,5: SLUMP
ULTIMATE
08/31/17
4.00
0
0.0
0
0
0
0
40,150
0
0
0
0
0
0
8:
1: FILE
2: SUPPLIER
24,050
0
0
38,600
39,850
0
0
DISCREPANCIES & REMARKS:
0.0
4:
0.0
5:
6:
7:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
23,450
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
23
08/30/17
1162.009
176318
70's: CLEAR