Pine View Cemetery concrete test report 34 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:7
INSPECTOR & TEST SET:MIKE MARQUETTE #7
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
478 / 1836196 628 / 1836195 664 / 1836197
10.00 / 10.00 9 10.00 / 20.00 9 10.00 / 30.00 9.65
8.04 / 8.43 0 ##7.35 / 8.44 0 8.39 / 9.01 0
8.46 / 9.12 # 8 9.15 / 9.26 ##9.39 / 9.39 9.00
MAX: 1.50 )8 1.13 0 7 1.85 1 8 1.00 0
0.04 4.50 9 0.35 4.75 9 0.39 5.00 9
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.39
4.50 4.75 5.00
PLACEMENT SLUMP (INCH) (SPEC: - 4.00 )4.50 1 4.75 1 5.00 1
ENTRAINED AIR ( % VOL) (SPEC: - 3.00 ) 3.00 0 0.00 0 0.00 0398500
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 150.94 0 0.00 0 0.00 0
- 90 ) 83 0 84 0 84 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
208048 - 208053 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.208048 06/30/21 7 4390 0
COARSE AGGREGATE #2: LBS.208049 06/30/21 7 4280 0
COARSE AGGREGATE #3: LBS.208050 07/21/21 28 0 X
FINE AGGREGATE: LBS.208051 07/21/21 28 0 X
ADMIXTURE #1: OZS.208052 08/18/21 56 0 X
ADMIXTURE #2: OZS.208053 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
3
06/23/21
100.224
208048
50's: CLEAR
PROJECT:
CONSTRUCTION TECHNOLOGY
MS. CONNIE GOEDERT
TOWN OF QUEENSBURY
742 BAY ROAD
QUEENSBURY, NEW YORK 12804
PINE VIEW CEMETERY MAINTENANCE GARAGE: QUEENSBURY, NY
CONCRETE TEMP. (F) (SPEC:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
IF APPLICABLE:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
LAB CYLINDER CONTROL NUMBERS:
WATER:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
55,100
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
53,750
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0
0
0
0
0
CRANESVILLE CONCRETE COMPANY
CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. LOAD 2: OVERTIME.
ULTIMATE
06/24/21
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
2.00
TEST AGE
4000
SLAB ON GRADE: WEST PROCEEDING EAST
SLAB ON GRADE: WEST PROCEEDING EAST
PLACEMENT LOCATION OF LOAD #
SLAB ON GRADE: 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.
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:7
INSPECTOR & TEST SET:MIKE MARQUETTE #7
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
4 :
PLACEMENT LOCATION OF LOAD # 5 :
0 0 0
4 5 0 0
624 / 1836198 478 / 1836199 0 0 0
10.00 / 40.00 #10.00 / 50.00 10 0.00 0 0.00 0
8.52 / 9.15 0 ##9.34 / 10.00 0 0.00 0 0.00 0
9.41 / 9.49 # 10 10.05 / 10.16 ## 0.00 0 0.00 0.00
MAX: 1.50 )8 0.95 0 9 0.70 0 0 0.00 0
0.52 4.75 9 0.34 5.25 10 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
4.75 5.25 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 4.00 )4.75 1 5.25 1 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: - 3.00 )0.00 0 1.90 0 0.00 0040430
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 153.13 0 0.00 0
- 90 ) 84 0 82 0 0 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 208054 - 208059 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.208054 06/30/21 7 3920 X
COARSE AGGREGATE #2: LBS.208055 06/30/21 7 3930 X
COARSE AGGREGATE #3: LBS.208056 07/21/21 28 0 X
FINE AGGREGATE: LBS.208057 07/21/21 28 0 X
ADMIXTURE #1: OZS.208058 08/18/21 56 0 X
ADMIXTURE #2: OZS.208059 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 0
0
0
4:8:0
0
0
0
2: SUPPLIER 6:0
3:7:0
0.0 0
0
0
1: FILE 5:0
0
0
0 0
0.0 0
49,400
0
WATER:0.0
49,250
0 TEST AGE ULTIMATE
0 DAYS APPLIED LOAD
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
CRANESVILLE CONCRETE COMPANY
DESIGN STRENGTH & FORMULA: 4000 06/24/21
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: CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION.
PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.PER DRAWING: S-202, DETAIL: 5
2.00
0.00
0.00
CONCRETE TEMP. (F) (SPEC:45
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE:
YARDAGE DELIVERED / SUBTOTAL:
TIME CONC. BATCHED / ARRIVED:
TIME PLACEMENT BEGAN / ENDED:
PLACEMENT LOCATION OF LOAD # SLAB ON GRADE: WEST PROCEEDING EAST
SLAB ON GRADE: WEST PROCEEDING EAST
0
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
MS. CONNIE GOEDERT 50's: CLEAR
PROJECT:PINE VIEW CEMETERY MAINTENANCE GARAGE: QUEENSBURY, NY 208054
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
742 BAY ROAD 06/23/21
QUEENSBURY, NEW YORK 12804 100.224
CONSTRUCTION TECHNOLOGY
TOWN OF QUEENSBURY 3