Inspector's Daily cc. -oC��3—Z�ze
QCOA."_' J:
a r� INSPECTOR'S DAILY REPORT
! a: .• ���'```'. Date: 10/14=21
DRILLING & TESTING SERVICES
S M T W T F S
Project: Stewart's Shop-Quaker Rd day a E7J o o ca a o
Client: Stewart's Shops Weather Br* ht Clear Overcast Rain now
X ❑. _ �
Bldg./Area Excavated Footers _ Temp. T❑ 3❑ 5o�O 7❑ g�
X
Contractor: Services Unlimited Wind still Moderate High Report No.
1XI F7
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QCQA Prof.# .21-085 Humidity Moderate Humid. 1401421.
X
The undersigned representative of.QCQA labs was:on site at the above peoject as requested to perform bearing,
grade inspection.for excavated footers for building addition.
This exposed bearing grade appeared to consist of native soils and in our opinion were adequate for support of the
spread foundations.
Of note,Bonded concrete was onsite to place.concrete.today: Slump testing was 7";which,is out.of specifications
for Stewart's. Concrete.was rejected by contractor and will be rescheduled:at a later time.
See Also(Test Report Nos.):
Inspector Eric Tirado
877 Route 4S-Schuylerville., NY 12871 -ph(518)372-4067-.fax(518)507-6113
V
Concrete Field Observation Report
DRILLING & TESTING SERVICES
Project: Siewans Snops Quaker Rd Report No.: C-101521
Client: Stewares Snap Onto: M11512021
Contractor: H+Iltop construction Job No.: 21-085
Concrete Supplier: Bonded Mix No.:
Weather: Y•tet Air Temp.:AM 60 PM -.
General Placement Location: Footings Shoot: 1 of 1
Time To St Data
Air Unit Canc,
Load Ticket Truck Cubic Water ' Start Intl Stump Cpntetn Weight Temp
No.. No. No. Yards- Addcd Batched Discharie Discharge ...Tested .In. .Ya Pcf IF.) Specimen Set Nc;Tiemarks
i-� -4002148 255 14 11:27. I 12:03 12:20:. . 12t02 3.5 5:1 76 Set 1(6 Cy tinders)
{
{
I
Remarks;
Cubic,yards placed: iA Rejected: TECHNICIAN: Colby Reynolds.
COMPRESSIVE STRENGTH DATA
Set Lab Cylinder Date ':, Ago Load Fracture- -compressive
No. No. Uiamater Area 'testes i {days) (lbs.) type Shoo to(psi)
1 5209 6.0' 28.27 10/22/2021 7 138,440 2 4,900
5210 6.0 28.27 10t2212021 7 111,130 5 3.930
5211 11t i 2/2021 i 28
5212 11112/2021 28
6213
5214
t
I
1
i
t
t
3
Specification Requiremenf at 28 days 4:000
Cylinder Size:6"x 12"unless otherwise noted Slump In accord with ASTM C443, FRACTURE TYPE:.
Sampled in accord with ASTM C-172, Air in accord with ASTM C-231 1=Cone Both Ends
Tested In accord with ASTM C•39 Unit WL in accord with ASTM C-138 2=Cone 1 End Tod Kobik
Cast In accord with ASTM C•31 Temp in accord with ASTM C-1064 3-Columnar QCJQA Laboratories Inc.
4=Diagonal Fracture Vice-President
S=Side Fracture
6-Side Fracture(2)
877 Route 4S-Schuylerviile,NY 12871-Phone:(518)3724067-Fax:(518)507 6113
QCQA,
x ; a. -fie s Concrete Field Observation Report
DRILLING & TESTING SERVICES
Project: Stewarts Shops Quaker Rd Report No.: 0-101821
Client: Slewan"S Shop Date: 101180-021
Contractor. Hilltop ConstmUiart/rifado Job No:; 21.085
Concrete Supplier. Bonded Mix No.: Sw2.
Weather: Overcast Air Temp.:AM PM' 52
tieneral Placement Location; Foandalion Wa is shoot: 1 of I
Time. Test Data
Air Unit Cone.
Load Ticket Truck Cubic Water Stan End Slump Content Weight Temp
No. N0. No, Yards Added Batched 01beharge Discharge .'Tested _ In. Pcr (F,) .Specimen Set Nod Remarks
1 5025752 27 11.5 1:21 2:00 2:50 2:15 5.0 4.8 63 Set 1(6 Cylinders)
I
1
-- I
i.
I
Remarks;
Cubic yards placed: 11.5 Rejected'.. TECHNICIAN: Steve Wolt
COMPRESSIVE STRENGTH DATA
Set Lab Cylinder Date Age Load Fracture Compressive
No. No: Diameter Area "tested (days) Ubs: - Type Strength i sq
5336 &0 28.27 10218 7 128,000 5 4,530:
5337 6,0 28.27 10/25/2021 7 122,220 6 4,326
5338 11115/2021 28
5339 11/15/2021 28
5340
5341
Specification Requirement at 28 days4,000
Cylinder Size:6"x 12"unless otherwise noted Slump in accord with ASTM 0-143 FRACTURE TYPE;
Sampled in accord with ASTM C-172 Air in accord with ASTM C-231' 1=Cone Both Ends r-^
Tested in accord with ASTM C-39 Unit Wt.in accord with ASTM C-138 2=Cono 1 End Tod Kobik
Cast In occord with ASTM 0-31 Temp in accord with ASTM C-1064 3-Columnar QCl4A Laboratories Inc.
4=Dlagonal Fracture >rce.President
6=Side Fracture
.6=Side Fracture(2)
877 Route 4S=Schuylerville;NY 12871-Phone:(618)372=4067-Fax:(518)507-6113
877 Route 43
Schuylerville, NY-12871
RILLING&TESTING SERVICES Phone: (6 18)372406 7
Fax:(518)507.6113
QCQA Reinforcing Steel Inspection Report
Project No.: 21-085 Date: 10118/2021
Project Name: Stewart's Shops-Quaker'Rd Report#: R-1 01821
Contractor: Tirado Concrete QCT: Steve Wolf
Drawing Used
sed for Inspection; Quaker Rd-QURQ.-417 Dw g.Approval Date: 12/20/2019
Type of Placement: Walls X Footino Slabs Other
Placement Location: Foundation Walls
OK NG NA Inspection Item
X 1.Correct bardiameterjenoth and spacing'per approved shop drawing
X 2.Correct steel,grade
3.,Adequate,clearance from ear.th,forms and.cover
X 4.,Adequate splice laps,lengths and staggered
X 5.-Bends:.correct radius,no thirp bends,from heating
X. 6.Additional bars.at corners,intersections,openings,etc.
X 7.Free of LOOSE mill scale,rust
X B. Free of oil,mud,hardened concrete,tags,form coating
x 9.Dowels where shown and securely tied in-plade
X 10. Beams/stabs spliced:near supports.for bottom steel,near midspan for top steel
X 11.No kinked or bent tension steel
X 12:All reinforcing steel securely tied and supported to prevent displacementduring pour
X 3.Approved chairs and-spacers Installed-BEFORE,poue
X 14. No welding on reinforcing steel without approval of Structural Engineer
X 15.Adequate spaces for:proper placement6fconcrete.
16. No bending or displacement due to embedded items or boxes unless approved by
X Structural Engineer
X 7. No cutting to avoid obstructions except as approved by Structural Engineer
18.Stirrup corners tight to vertical.and not sloped to make.tight
L
Notes: 1.)All NG items are.to'b.0 repoited.to Contractor immediately
ately via inspection report
2)NA=Not Applicable
Remarks:
Tbd'Kobik,
QC1QA Laboratories,Inc.
PROMPT SERVICE. FAIR PRICES. ACCURATE RESULTS. Vice-President
qWqrms/Concrete/Rebar InspectionI.Rebar.Inso-8207
Report
QA.,i,."a Concrete Fie Id Observation
� 111MMUNMV
DRILLING & TESTING SERVICES
Project: Stewans Shops Quaker Rd Report No.: C-10152i
Client: Steivarts Shop Date: 10.11512021
Contractor; Hilltop Cahstruaidn Job No,: 21.0115
Concrete Supplier. Bonded' Mix No.:
Weather. Viet Ali tienip.i Am 60, PM
General Placement Location; Footings Sheet: I Of
Time Test Data
Slump
C Airm Unititit Conc
Lead Ticket Truck Cubic' Water start End onto We Tenip-
No. No. No. Yard Added Bitched Discharge Ois charge Tested In. % pcf N(F) Specimen Set No.Rcmark:i
1 4002145 255 14 11:27 12:03 12:20 12:02 3.5 5,1 76 Set 1(6 Cyffnders)
Remarks:
Cubic yards placed; 14 Rejected: TECHNICIAN: Colby Reynoids
COMPRESSIVE STRENGTH DATA
:Set Lab Cylindoi. -NO Ago Load Fracture Compressive
No. Noa Diameter Area Tested (days)- (lbs.) Type strength(Psi)
5209. 6;0 28.27 10/2212021 7 138,440 2 4,900
521.0 6.0 26,27 10/22/2021 7 111,130 5 3,930
5211 6.0 28�27 11/12/2021 28 156.640 5 3,540
5212 6.0. 28'.27- 11112/2021 28 164;670 6 5.a20
5213 6.0 28.27 1111212021 '28 156;860 5 5'550
5214 6.0 28:27 11/12/2021. 28 157,300 5 5,560
Specification Requirement at 28 days 4=0
Cylinder Size:V,x 12"unless olhorwise'noted Slump in,accord with ASTM C-W FRACTURETYPE:
Sampled In a c cordwit h ASTM C-1 72 Air In accord with ASTM C;231 1=Cone Both Ends
Tailed in accord with ASTM*C-39. Unit WL in accord with AST&I C-138 2 m Cone 1 End Tod Kobik
Cast Irt accord.with ASTM C-31 Temp in arcord. with,ASTM C-1064 3-Columnar QC/CIA Laboratories Inc.
4-i Dlagdnal Fracture Vice-president
6=Side Fracture
6=Side Fracture(2)
8.77 Route.4S-Schuylerville,NY 12871-Phone:(618)3724067-Fax:(518)507-6113
t
i
QCQA1-"I Concrete Field Observation Report
DRILLING & TESTING SERVICES
Project: Slewarts Shops Quaker Rd Report No.: C-10t821
Client: Slewart's Shop Date:, 10/18/2621
Contractor: Hilltop Consfruaibn .Job No.: 21-086
Concrate'Supplier: .Bonded Mix No,: SW2
Weather: Overcast. Air Temp::AM PM 52
General Placement Location: Foundation Walis Sheet: 1 of.. _. 1
Time Test Data
Air Unit Cone.
Load Ticket Truck Cubic Water Start End Slump Content_ Weight Temp
No. No. No.. Yards _ Added Batched Discharge Discharge Tested, .In. % ?cf' (F.,) 'Specimen SetNoJRemarks
1 5025752 27 11:5 1:21 2:00 2:50 2:15 5.0' 4.8 63 Set 1(6 Cylinders)
Fig
Remarks•
Cubit yards placed: 11.5 Rejected: TECHNICIAN: Sieve Well ...
COMPRESSIVE.STRENGTH DATA.
Set Lab Cylinder Date Age Load' Fracture CompressWo
No. No: Utamator Area Tested. (dayst jibs.) Type:' "Strength( i)'
1 '5336 .6,0 28.27 10125/2021 7128,000 5 4,530,
5337 8:0 28.27 10/2512021 7 122;220 5 4;320
5338 6.0 28.27 11/1512021 28 151,010 5 '5,340
5339 .6,0 28.27 111.1512021 28: 156,100 5 6,620
5340 6.0 28.27 1 Ill 512021 28 162,670' 5 5,750
6341 6,0 28127 11/15/2021 28 160.530 5. 5,680
Specification Requirement at 28 days 4,000'
Cyliridor Siza:6"x W'untoss'otherwise noted Slump in accord with ASTM C-143. FRACTURE TYPE:
Sampled in accord with ASTM C-172 Air In accord with.ASTM C-231 1=Cone Both Ends
Tested,in accord with ASTM C-39 Unit WL In accord with ASTM C-138 2=Cone'1 End Toil Kobik
Cast ir(accord with ASTM 0-31 Temp in accord with ASTM C-1054 3=Columnar AC/QA Laboratories Inc.
4=Diagonal Fracture Vico-ProsidenC
5=Side Fracture
6=Side Fracture(2)
877 Route 4S-Schuylerville,NY 12871-Phane:(518)3724067-Fax:(618)507=6113