Newcome Street Apartments concrete test report 144 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:17
INSPECTOR & TEST SET: SCOTT ROBBINS #17
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
36 / 73527 44 / 73529 689 / 73530
11.00 / 11.00 #10.00 / 21.00 1 11.00 / 32.00 1.58
12.12 / 12.35 0 ##12.32 / 12.45 0 12.42 / 1.05 0
12.40 / 12.50 # 13 12.52 / 1.07 ##1.09 / 1.35 1.00
MAX: 1.50 )12 0.63 0 12 0.58 0 12 0.88 0
0.12 6.50 # 0.32 6.00 1 0.42 6.50 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 0.35
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: -7.00 ) 6.50 0 6.00 0 6.50 0
ENTRAINED AIR ( % VOL) (SPEC: -8.00 ) 7.00 0 0.00 0 0.00 0381300
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 144.42 0 0.00 0 0.00 0
- 90 ) 75 0 75 0 74 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
231995 - 232000 0 0 0 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.231995 07/06/23 7 2580 X
COARSE AGGREGATE #2: LBS.231996 07/06/23 7 2680 X
COARSE AGGREGATE #3: LBS.231997 07/27/23 28 3560 0
FINE AGGREGATE: LBS.231998 07/27/23 28 3440 0
ADMIXTURE #1: OZS.231999 07/27/23 28 3470 0
ADMIXTURE #2: OZS.232000 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
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 #4: FOUNDATION WALL: WEST PROCEEDING EAST
BUILDING #4: FOUNDATION WALL: WEST PROCEEDING EAST
PLACEMENT LOCATION OF LOAD #
BUILDING #4: FOUNDATION WALL: WEST PROCEEDING EAST
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.
0
0
0
0
0
0
0
0.0
0
0
0
0
BONDED CONCRETE, INC.
ULTIMATE
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
TIME CONC. BATCHED / ARRIVED:
32,450
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
06/30/23
0.00
PLACEMENT AREA REINFORCEMENT:
PLACEMENT AREA FORMWORK:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
LAB CYLINDER CONTROL NUMBERS:
WATER:
0
0
0
43,150
33,600
0
0
44,700
43,600
0
0
DESIGN STRENGTH & FORMULA:
ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.
PLACEMENT WEATHER PROTECTION:
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
14
06/29/23
1162.011
231995
70's: CLOUDY
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. DARREN VanDeWARKER
SCHEMERHORN CONSTRUCTION, INC.
536 BAY ROAD, SUITE 2
QUEENSBURY, NEW YORK 12804
NEWCOME STREET APARTMENTS: QUEENSBURY, NY.
IF APPLICABLE:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
CONCRETE TEMP. (F) (SPEC:
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:17
INSPECTOR & TEST SET: SCOTT ROBBINS #17
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
4 :
PLACEMENT LOCATION OF LOAD # 5 :
0 0 0
4 5 0 0
36 / 73532 44 / 73533 0 0 0
11.00 / 44.00 2 12.00 / 56.00 2 0.00 0 0.00 0
1.11 / 1.35 0 ##1.39 / 2.01 0 0.00 0 0.00 0
1.42 / 1.56 # 2 2.05 / 2.25 ## 0.00 0 0.00 0.00
MAX: 1.50 )1 0.75 0 1 0.77 0 0 0.00 0
0.11 6.50 1 0.39 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: -7.00 ) 6.50 0 6.00 0 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: -8.00 )0.00 0 6.80 0 0.00 0037940
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 143.70 0 0.00 0
- 90 ) 75 0 76 0 0 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 232001 - 232006 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.232001 07/06/23 7 2720 X
COARSE AGGREGATE #2: LBS.232002 07/06/23 7 2740 X
COARSE AGGREGATE #3: LBS.232003 07/27/23 28 3600 0
FINE AGGREGATE: LBS.232004 07/27/23 28 3570 0
ADMIXTURE #1: OZS.232005 07/27/23 28 3690 0
ADMIXTURE #2: OZS.232006 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.14
MR. DARREN VanDeWARKER 70's: CLOUDY
PROJECT:NEWCOME STREET APARTMENTS: QUEENSBURY, NY.232001
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
536 BAY ROAD, SUITE 2 06/29/23
QUEENSBURY, NEW YORK 12804 1162.011
YARDAGE DELIVERED / SUBTOTAL:
TIME CONC. BATCHED / ARRIVED:
TIME PLACEMENT BEGAN / ENDED:
PLACEMENT LOCATION OF LOAD # BUILDING #4: FOUNDATION WALL: WEST PROCEEDING EAST
BUILDING #4: FOUNDATION WALL: WEST PROCEEDING EAST
0
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
0.00
0.00
0.00
CONCRETE TEMP. (F) (SPEC:45
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE:
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.
LAB CYLINDER CONTROL NUMBERS:
DISCREPANCIES & REMARKS:
PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.PER DRAWING: S-202, DETAIL: 5
0 TEST AGE ULTIMATE
0 DAYS APPLIED LOAD
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
BONDED CONCRETE, INC.
DESIGN STRENGTH & FORMULA: 3000 06/30/23
34,450
45,200
WATER:0.0
34,150
0
0
0 44,800
0.0 46,400
2: SUPPLIER 6:0
3:7:0
0.0 0
0
0
1: FILE 5:0
Robert BehanRobert BehanRobert BehanRobert Behan 0
0
0
4:8:0
0
0
0