GARVEY CONCRET TESTQCQAConcrete
Field Observation Report
MMUMMEMUMV
DRILLING & TESTING SERVICES
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KD- N& ymr& Added
7871
49M 10 7:30
C Undem
2 7872 4912 10 756
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COMPRESMVE STREmGTH DATA
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BA"Pbd In mumd wfth ASTPA U-172
&kmP In N=oM wM AUM C-1a
FRACTURE TYPO-
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Afr In 2—Nd wM MM C-231
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4 William Street, Ballston Lake, New York 12019
Phone- (518) 399-1848 Email: constructiontech@live.com
CLIENT: PATRICK TIRADO CONCRETE REPORT NUMBER: 1 PAGE*; I
SOLD BEND ROAD INSPECTION DATE: 11101122
FORT EDWARD, NEW YORK 12828 OUR FILE NUMBER: 100.246
INSPECTOR & TEST SET: DONALD HOOK #9
ATT'N: MR. PATRICK TIRADO AMBIENT WEATHER: 50'5: CLOUDY
PROJECT: GARVEY HYUNDAI: QUEENSIOURY, NEW YORK OUR FILE LOCATION: 224264
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
Pff-'CEMEAr LOCATION OF LOAD# 1FOUNDATION WALL: AN) - A/0 - DA
'LACEMENT LOCATION OF LOAD# 2 FOUNDATION WALL: DID -J10 - J14--
ILACEMENT LOCATION OF LOAD# 3: PIERFOOTINGS
DELIVERED LOAD NUMBER:
i
2
TRUCK NUMBER I TICKET NUMBER:
49081
856196
4904 /
856197
YARDAGE DELIVERED I SUBTOTAL:
10.001
10.00
10.00 1
20.00
TIME CONC. BATCHED tARRIVED:
9.35/
9.40
10.05 1
10.10
TIME PLACEMENT BEGAN I ENDED:
9.441
10.03
10AI
10.36
CONCRETE AGE (HOURS) (SPEC;
MAX: 1.50)
0.47
0.52
SLUMP ON ARRIVAL (INCHES);
4.50
4.25
WATER ADDED ONSITE (GALLONS):
WATER ADDED AT DISCRETION OF:
SLUMP OF CONCRETE INTO PUMP:
IF APPLICABLE:
4.50
4.25
PLACEMENT SLUMP (INCH) (SPEC:
4.50
425
ENTRAINED AIR I% VOL) (SPEC:
J
6.90
UNIT WEIGHT (PC F) (SPEC:
147.57
CONCRETE TEMP. (F) (SPEC:
4E - 90)
67
87
NUMBER OF TEST SPECIMEN CAST:
6
LAB CYLINDER CONTROL NUMBERS
224264-
224269
DISCREPANCIES & REMARK&
PLACEMENT AREA REINFORCEMENT:
CLEANLINESS & COVER ACCEPTABLE. PROPERLY
SIZED & LOCATED.
CEMENT:
CEMENT:
WATER:
COARSE AGGREGATE m:
COARSE AGGREGATE #2:
COARSE AGGREGATE #3�
FINE AGGREGATE:
ADMIX`rURE #1:
ADMIXTURE #2:
ADMIXTURE #3:
AIR ENTRAINING AGENT:
JOINTA - GALUSHA CONCRETE COMPANY
4000 P.S.I. 0 28 DAYS
LEE.
LIR&
G,AIL
LIB'S.
UP&
LB&
LB&
102S.
OZ&
OZ&
OZ&
REPORT DISTROUTION.
1: FILE 5:
2: SUPPLIER 6:
3: 7:
4: 8;
W29120UNN
r.
ROBERT BEHAN (NICET)
3
4912 / 856198
8.00 1 28.00
10.25 1 110.30
10.37 10.50
052
415
w
M-.
C172, 10173, C231, C47% G567� 10617, C110164
CONCRETE TEST CIMUNDER COMPRESSIVE
RESULTS IPEM
ASTM;C39
UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED:
11/02/22
CYLINDER
TEST TEST AGE
ULTIMATE
UNIT
NUMBER
DATE DAYS
APPLIED LOAD
P.S.I.
224264
11108/22 7
56,900
4450
224265
11108/22 7
55,250
4400
224266
11129122 28
72,150
5740
224267
11129122 28
70,400
5610
2242186
11129122 28
70,750
5031S
224269
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