Westbrook Sr Housing Phase III concrete test report 84 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
4536 / 3213197 4588 / 849108 4902 / 3213198
11.00 / 11.00 8 11.00 / 22.00 8 11.00 / 33.00 8.55
6.22 / 7.13 0 ##7.00 / 7.20 0 6.57 / 7.27 0
7.15 / 7.36 # 7 7.37 / 8.03 ##8.06 / 8.33 8.00
MAX: 1.50 )6 1.23 0 7 1.05 0 6 1.60 1
0.22 5.50 7 0.00 5.00 8 0.57 5.50 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 0.33
5.50 5.00 5.50
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.50 1 5.00 0 5.50 1
ENTRAINED AIR ( % VOL) (SPEC: -6.00 ) 4.00 0 0.00 0 0.00 0383600
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 145.29 0 0.00 0 0.00 0
- 90 ) 70 0 70 0 71 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
210652 - 210657 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.210652 09/17/21 7 3850 X
COARSE AGGREGATE #2: LBS.210653 09/17/21 7 3670 X
COARSE AGGREGATE #3: LBS.210654 10/08/21 28 4920 0
FINE AGGREGATE: LBS.210655 10/08/21 28 4990 0
ADMIXTURE #1: OZS.210656 10/08/21 28 4930 0
ADMIXTURE #2: OZS.210657 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:
BUILDING #3: SLAB ON GRADE: EAST SECTION: SOUTH PROCEEDING NORTH
BUILDING #3: SLAB ON GRADE: EAST SECTION: SOUTH PROCEEDING NORTH
PLACEMENT LOCATION OF LOAD #
BUILDING #3: SLAB ON GRADE: EAST SECTION: SOUTH PROCEEDING NORTH
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
4000
0
JOINTA-GALUSHA CONCRETE, INC.
CONTRACTOR NOTIFIED: LOAD 1,3: SLUMP; LOAD 3: OVERTIME.
ULTIMATE
09/13/21
0.00
0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
62,650
46,100
0
0
61,850
61,950
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
TIME CONC. BATCHED / ARRIVED:
48,400
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
LAB CYLINDER CONTROL NUMBERS:
WATER:
0
0
DESIGN STRENGTH & FORMULA:
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):
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. DARREN VanDeWARKER
SCHEMERHORN CONSTRUCTION, INC.
536 BAY ROAD, SUITE 2
QUEENSBURY, NEW YORK 12804
WESTBROOK SENIOR HOUSING: PHASE III: QUEENSBURY, NY.
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
8
09/10/21
1162.010
210652
60's: CLEAR
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 :
0 0 0
0 0 0
4 0 0 0
4903 / 849109 0 0 0 0 0 0
11.00 / 44.00 9 0.00 0 0.00 0 0.00 0 0.00 0
7.51 / 8.11 0 ## 0.00 0 0.00 0 0.00 0 0.00 0
8.34 / 8.56 # 0 0.00 0 0.00 ## 0.00 0 0.00 0.00
MAX: 1.50 )7 1.08 0 0 0.00 0 0 0.00 0
0.51 5.50 8 0.00 0.00 0 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 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.50 1 0.00 0 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: -6.00 )0.00 0 0.00 0 0.00 0000
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 0.00 0 0.00 0
- 90 ) 71 0 0 0 0 0
NUMBER OF TEST SPECIMEN CAST:0 0 0 0 0
0 0 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.0 09/17/21 7 1710 X
COARSE AGGREGATE #2: LBS.0 09/17/21 7 1630 X
COARSE AGGREGATE #3: LBS.0 10/08/21 28 0 X
FINE AGGREGATE: LBS.0 10/08/21 28 0 X
ADMIXTURE #1: OZS.0 10/08/21 28 0 X
ADMIXTURE #2: OZS.0 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
SCHEMERHORN CONSTRUCTION, INC.8
536 BAY ROAD, SUITE 2 09/10/21
QUEENSBURY, NEW YORK 12804 1162.010
MR. DARREN VanDeWARKER 60's: CLEAR
PROJECT:WESTBROOK SENIOR HOUSING: PHASE III: QUEENSBURY, NY.0
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 # BUILDING #3: SLAB ON GRADE: EAST SECTION: SOUTH PROCEEDING NORTH
0
0
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: CONTRACTOR NOTIFIED: LOAD 4: SLUMP
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 09/13/21
0 TEST AGE ULTIMATE
0 DAYS APPLIED LOAD
WATER:0.0
48,400
46,100
0
0 0
0.0 0
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