Westbrook Sr Housing Phase III concrete test report 94 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
4537 / 3213234 4919 / 3213235 4902 / 3213236
11.00 / 11.00 7 11.00 / 22.00 8 11.00 / 33.00 8.15
6.15 / 6.56 0 ##6.33 / 7.09 0 6.42 / 7.16 0
7.04 / 7.18 # 7 7.19 / 7.47 ##7.48 / 8.09 8.00
MAX: 1.50 )6 1.05 0 6 1.23 0 6 1.45 0
0.15 6.75 7 0.33 7.00 7 0.42 7.25 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 0.09
6.75 7.00 7.25
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )6.75 1 7.00 1 7.25 1
ENTRAINED AIR ( % VOL) (SPEC: -7.00 ) 6.60 0 0.00 0 0.00 0382400
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 144.84 0 0.00 0 0.00 0
- 90 ) 70 0 71 0 70 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
210813 - 210818 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.210813 09/20/21 7 3460 X
COARSE AGGREGATE #2: LBS.210814 09/20/21 7 3410 X
COARSE AGGREGATE #3: LBS.210815 10/11/21 28 4360 0
FINE AGGREGATE: LBS.210816 10/11/21 28 4390 0
ADMIXTURE #1: OZS.210817 10/11/21 28 4450 0
ADMIXTURE #2: OZS.210818 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
9
09/13/21
1162.010
210813
60's: CLEAR
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.
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:
43,500
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
55,200
42,800
0
0
54,800
55,850
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA CONCRETE, INC.
CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP
ULTIMATE
09/14/21
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
BUILDING #3: SLAB ON GRADE: WEST CENTER SECTION: EAST PROCEEDING WEST
BUILDING #3: SLAB ON GRADE: WEST CENTER SECTION: EAST PROCEEDING WEST
PLACEMENT LOCATION OF LOAD #
BUILDING #3: SLAB ON GRADE: WEST CENTER SECTION: EAST PROCEEDING WEST
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 :
0 0 0
4 5 0 0
4587 / 3213237 4568 / 3213238 0 0 0
11.00 / 44.00 8 11.00 / 55.00 9 0.00 0 0.00 0
7.06 / 7.49 0 ##7.25 / 8.03 0 0.00 0 0.00 0
8.10 / 8.24 # 7 8.25 / 8.48 ## 0.00 0 0.00 0.00
MAX: 1.50 )7 1.30 0 7 1.38 0 0 0.00 0
0.06 7.00 8 0.25 7.00 8 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
7.00 7.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )7.00 1 7.00 1 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: -7.00 )0.00 0 6.40 0 0.00 0037690
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 142.76 0 0.00 0
- 90 ) 70 0 70 0 0 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 210819 - 210824 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.210819 09/20/21 7 3510 X
COARSE AGGREGATE #2: LBS.210820 09/20/21 7 3550 X
COARSE AGGREGATE #3: LBS.210821 10/11/21 28 4300 0
FINE AGGREGATE: LBS.210822 10/11/21 28 4190 0
ADMIXTURE #1: OZS.210823 10/11/21 28 4370 0
ADMIXTURE #2: OZS.210824 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.9
536 BAY ROAD, SUITE 2 09/13/21
QUEENSBURY, NEW YORK 12804 1162.010
MR. DARREN VanDeWARKER 60's: CLEAR
PROJECT:WESTBROOK SENIOR HOUSING: PHASE III: QUEENSBURY, NY.210819
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: WEST CENTER SECTION: EAST PROCEEDING WEST
BUILDING #3: SLAB ON GRADE: WEST CENTER SECTION: EAST PROCEEDING WEST
BUILDING #3: SLAB ON GRADE: WEST CENTER SECTION: EAST PROCEEDING WEST
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 4,5: 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 09/14/21
0 TEST AGE ULTIMATE
0 DAYS APPLIED LOAD
WATER:0.0
44,100
44,600
53,950
0 52,600
0.0 54,850
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