D and G Management Queensbury NY concrete test report 24 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:9
INSPECTOR & TEST SET: DONALD HOOK #9
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
44 / 4004817 39 / 4004818 84 / 4004819
5.50 / 5.50 4 10.00 / 15.50 4 9.00 / 24.50 4.67
2.14 / 3.01 0 ##2.48 / 3.06 0 3.11 / 3.28 0
3.04 / 3.41 # 3 3.19 / 4.13 ##4.16 / 4.40 4.00
MAX: 1.50 )2 1.45 0 2 1.42 0 3 1.48 0
0.14 3.50 3 0.48 3.75 4 0.11 3.50 4
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.40
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: -5.50 ) 3.50 0 3.75 0 3.50 0
ENTRAINED AIR ( % VOL) (SPEC: -7.00 ) 5.50 0 0.00 0 0.00 0377100
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 142.83 0 0.00 0 0.00 0
- 90 ) 71 0 72 0 71 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
244907 - 244912 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.244907 08/21/24 7 2310 X
COARSE AGGREGATE #2: LBS.244908 08/21/24 7 2270 X
COARSE AGGREGATE #3: LBS.244909 09/11/24 28 3080 0
FINE AGGREGATE: LBS.244910 09/11/24 28 3200 0
ADMIXTURE #1: OZS.244911 09/11/24 28 3220 0
ADMIXTURE #2: OZS.244912 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
2
08/14/24
1670.004
244907
80's: CLEAR
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. DALE BALDWIN
DALE BALDWIN MASON CONTRACTOR
621 BUTTERMILK FALLS ROAD
FORT ANN, NEW YORK 12827
D & G MANAGEMENT: 114 LUZERNE ROAD, QUEENSBURY, NEW YORK
IF APPLICABLE:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
CONCRETE TEMP. (F) (SPEC:
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:
0
0
0
40,200
28,450
0
0
38,700
40,450
TIME CONC. BATCHED / ARRIVED:
29,000
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
08/15/24
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:
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3: JOHN O'BRIEN, QBD
0
0
0
0
0
0
0
0.0
0
0
0
0
BONDED CONCRETE, INC.
ULTIMATE
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
FOUNDATION WALL: NORTH WALL AND EAST WALL, SOUTH SECTION
FOUNDATION WALL: WEST WALL AND EAST WALL, NORTH SECTION
PLACEMENT LOCATION OF LOAD #
FOUNDATION WALL: SOUTH 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.