HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2018-08-11Carlson Testing, Inc.
Ilend Office(;cotechnical Office
Eugene 0flice
Salem Office'I igard Oflice
(sJr )(s0l)
(s{r)
(s0l)
(s0r)
330-9r s5
601-It250
345-0289
589-r 252
68.1-l{60
REPORT OF 4 X B CONCRETE CYLINDRICAL TESTSPECIMENS
Test Methods:ASTM C39 / C7'12 / C7A64 /C37 /Ct43 / C237 /CL237
Date Molded: AB /1A/ 2AlB
Permit #: I11- 18 -0 013 4 3 -sTR
Job Number:
Client: DORMAN CONSTRUCTION INC _ PRANK MUNDT
Proj ect: THURSTON HIGH SCHOOL CONCESSION STAND
Address:333 5BrH ST SPRINGEIELD oR JUTiSdiCtiON: S PRINGEI ELD
Contractor:
Subcontractor:Cast Bv:
Load #: 1 Ticket#: 80028066
Test Time: 11 : 19 AM Air Temp. at Sampling Time: B 4
C. MCDONALD
KNIFE RIVER (EUGENE )
Weather: CLEAR
Cylinders were cast for the following locations:
3RD PEDESTAL NORTH TO SOUTH ON EAST S]DE OE CONCESSION
Strength Requirement:
Total Concrete Placement Location:(9) PEDESTALS ON EAST AND SOUTH SIDES OE CONCESSION BUILDINGS AND SLAB ON GRADE
BETWEEN (2) CONCESSION BUILDINGS.
Mix Number: 24 E6t'{2 5800
Admix/Amt: WRDA6 4 (216 oz . )
psi fc@ 28 Days Slump:
Concrete Temp: 79
4000 4 .15"Yo Air:
7/2"
1.8:
Max Agg:
Average fc @ 2B days
CubicYards: 7 oE 13.s
Curing: High '18
Low 64
Set
No.
Test @
Davs
Test
Date
Total
Load
Ang
Diameter Area Unit
PSI
T"vpe Of
Fracture
cap
Type
T es ted
BY
'7 o8 /L1 / 20L8 34415 4.00 t2-56 21 40 2
2A a9 / a'l /2A18 53745 4.00 12 .56 42BA 3 PAD 60 R1'
09/01 / 20L8 55705 4.00 72-56 441C PAD 60 RI'
2t)a9/a] /201,8 s4000 4.00 72 .55 4300 J PAD 60 RT
4 31CDistribute attachments
Date Received: XB/L7/2A18
Concrete Supplier:
f rugk fl; 3 418 14
Register Number: 0C005327 Lablocation:
PAD 60
Please see reverse side for additional informalion.
Job Number: El801567.
Project: THURSTON H,GH
Register Number: 00005327
SCHOOL CONCESSION STAND
< I in. [25 mm]
Type I
R€asonable lvell-formed
cones on both ends. less
than 1 in. [25 mm] of
crackingthroughcaps
Type 4
Diagonal fracrure with
no cracking through
ends; tap wilh hammerto
distinguish from Type I
Type 2
Well-l'ormed cone on one
end, vertical cracks running
tkough caps, no well-defined
coneonotherend
Type 3
Columnarvertical cracking
through both e[ds, no
well-formed cones
'rype 6
Similarto Tyf'e 5 but
end o fcy linder is poinled
Type 5
Side fracfures at top or
bottom (occur commonly
with unbonded caps)
Remarks:
CC:DOR}IAN CONSTRUCTION INC _ ERANK MUNDT
CITY OE SPRINGEIELD BUIIDING DEPARTMENT PE RM ITCENTE ROS PRI NGFI ELD- OR . GOV
ROOO@RHARCHITECTI]RAL. COMRODD HANSEN ARCHITECT LLC
x
SPRINGEIELD PUBL]C SCHOOL DISTRICT - CHR1S REIERSGAARD
DORMAN CONSTRUCTION INC - BOB BUSS
MAIL/CHRI5, REIERS6AARD@SPRINGFIELD. K12. OR
BU SS.ADOR}4AN CONSTRU CTION . CO
Project Manager christian McDona I 'l Reyiewed By: Project Manager afl 09/73/2al9
Our reports pertain to thc material tested/inspected only. lnformation contained hercin is not to be reproduced, except in full.
without prior authorization lrom this office. Under all circumstances, the information contained in this repot is provided
subject to all tems and conditions of CTI'S General Conditions in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this rcport shall be entitled to use or rely upon the information contained in this document.
89970 HWY 99N, EUGENE OR
Date Molded: AB / tA / 2a7B
Carlson Testing, Inc.
Bcnd Office
Ceorcchnical Orfice
Iugene OIIice
Salem OIIice
Tigard Omce
(s1l ) 330-9lss(503) 601-8250
(54r ) 3,15-0289
(503) 589-1252
(s03) 68{-3160
REPORT OF GROUTED BLOCK PRISM TEST SPECIMENS
Test Method: ASTM C1314 /C1ss2
Date Molded: 0B/03/2AIB .lob Number: a-t!a-:61 .
Permit #: 811-18-001343 STR
flisnt; DORMAN CONSTRUCTION INC - FRANK MUNDT
Project: THURSTON HIGH SCHOOL CONCESSIoN STAND
Address: 333 58TH ST SPRINGFIELD oR Jurisdiction: SPRTNGFTELD
Contractor:
Subcontractor: HAPS MASONRY
GroutSupplier: RIVER BEND SAND & GRAVEL
Cast By: D. SMITH Ticket #:
Load #:
f1u6k f; 560858
Prism Strength Requirement: 2000 psifm@ 28
Grout Strength Requirement: 2000 psi@ 28
Grout Mix ID: 390217 Type of Mortar: S
Cu Yds: i. r5 1
Ambient Temperature at Casting: se Initial Cure Temp:
Location of Placement:
B" CMU AT CONSS ION,/RESTROOM BLOCK WALL 4'8" TO 10'
High:Lorv:
Test Time: 7:20 AM Grout Temp: '7 3
Slump: 9 "
Masonry Unit Type: B" cMU SPLTT FACE
Register Number:. -:l-3 Lab Location: sALEM
Compressive Strelgth of Masonry: fm
Prism
No.
Test @Days
Date
Tested
width
(io.)
Height(in)Length
(in.)
Net Area
( in')Max Load
0b.)
N€t Compr
Strength
(psi)
hp/tp
Ratio
hp/tp
CF
Correct.Net Str.
(psi)
Break
Type
Tested
By
2B a8/3L/2a78 7.50 15. 50 9.10 68 .25 193455 2830 2.i 1.01 2864 23 DK
2 211 a8/31/2A7e '7.65 15. 60 70.15 199650 2B2A 2.4 1.00 2A2A DK
2A aa/37/2A78 15. 50 9.10 70.07 198875 2844 2.0 1.00 2840 2B I]K
2844
Distribute attachments Please see relerse side for additional information.
psi
Weather: OVERCAST
9 -25
3 'l -14
I
Job Number: E 1B 015 6l Register Number: 19 473 Date Molded: AB / a3 / 2a7B
Project: THURSTON HrGH scHool, coNCESSToN srAND
I ) Conical Break 2) Cone & Shear 3)Cone& Split
SideA
(Front)
Side B
(End)AB
4)Tension Break 5) Semi-Conical
Break 6) Shear Break 7) Face Shell
Separation
AB
PER!ITCENTER.NSPRINGFIELD-OR, GOV
RODDORHARCH ITECTI] RAL , COI.,I
ABAB
CC. DOR},{AN CONSTRUCTION INC - ERANK MUNDT
RODD HANSEN ARCH]TECT LLC
x
SPRINGEIEID PUBLIC SCIIOOL DISTRICT. CHRIS REIERSGAARD
DORMAN CONSTRUCTION INC - BOB BUSS
AB
The net area ofconcrete masonry units other than l00o/o solid units is determined by test method C 140. The compression
machine upper bearing plate dimensions are 14"L x 10"W x 3"T andthe lowerplate dimensions are 19.5"Lx 13"Wx2.5"T.
Asterisked (+) average unit PSI test results did notmeet listed acceptance criteria.
High./Lo\a,temperature not measured. This is a departure from ASTM C1314 standard.
Remarks:
MAIL/CHRIS. RE I ERSGAARD@SPRING FI E LD . K12.OR
BUSS@DOfuNANCONSTRUCIION. CO,I
Project Manager: christian Mc Dona ]d Reviewed By: Project Manager a^ A9/A1 /2A78
Our reports pertain to the material tested./inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization liom this oIfice. Under all circumstances, the infomation contained in this report is provided
subject to all tcrms and conditions of CTI'S General Conditions in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
n
4060 HUDSON AVE NE. SALEM OR
AB AB
i H
m
ru
t{l
Carlson Testingr lnc.
Bend Office
Geotechnical Oflice
Eugene OIIice
Sal€m Office
Tisard Olfice
(s{l)
(503)(s]l)
(s03)
(s03)
330-9155
601-E250
3.ls-0289
589-1252
68,1-3460
REPORT OF 4XB CONCRETE CYLINDRICAL TESTSPECIMENS
I'est Methods:AS"I4 C39/Cl'l2 /CtA64 /c37/ Ct43 / C237 /C1237
Date Molded: aB / tA / 2a7B
Permit #: B 11- 1B - 0 013 4 3-sTR
Date l{eceiycd:0a / 11/2A1A .Ioh Numher:81801567.
Client: DORMAN CONSTRUCTION INC _ ERANK MUNDT
Project: THURSTON HIGH SCHOOL CONCESSION STAND
Address:333 58TH ST SPRINGEIELD OR
Contractor:
Subcontractor:
(irncrete Supplier. IfflFE RIVER (EUGENE )
fyusk f; 3 41814
Weather: CLEAR
Cylinders were cast for the following locations:
3RD PEDESTAL NORTH TO SOUTH ON EAST SIDE OE CONCESSION
Strength Requirement:4000
J UTNdICTTON: 5PH]NU: ]LLLJ
Cast By:
Load #: 1 Ticket#: Boo28o66
Test Time: 11:19 AM Air Temp. at Sampling Time: B 4
C. MCDONALD
Total Concrete Placement Location:(9) PEDESTALS ON EAST AND SOUTH SIDES OF CONCESSION BUILDINGS AND SLAB ON GRADE
BETgIEEN (2) CONCESS]ON BUILD]NGS.
Mix Number: 2486N25E00
Admix/Amt: l{RIlA54 (216 oz. )
Psi fc@ 28 DaYs SlumP:
Concrele Temp: 1L
4 .'7 5""/o Air: 1.8?
t /2"Max Agg:
Register Number:00005327 Lab Location:EUGENE
cubicYards: 7 oE 13.5
Curing: High 7 B
Low 61
Average fc @ 2B daYS
Set
No,
Test @
Davs
Test
[)a te
Total
Load
Avg
Diameter Area Unit
PSI
Type Of
Fracture
Cap
TvDe
Tested
Bv
'7 0B / L'7 / 2078 34415 4.00 12 .56 2144 PAD 5C tlE
2A 09 / 0'7 / 2018
a9/01 / 2A7B
a9 /01 / 20tB
Distribute attachments.
Please see revcrse side for additional information.
I
I
I
I
Job Number: E1801567. Register Number: 00005327
Project: THURSTON H-CH SCHOOL 'ONCLSS-O\ S-AND
< I in. [25 mml
Type I
Reasonable well-formed
cones on both ends, less
than I in. [25 mm] of
crackingthroughcaps
Typ" 4
Diagonal liacture with
no cracking through
ends; tap with hammerto
distinguish from Type I
'fype 2
Well-Formedconeononc
end, vertical cracks running
through caps, no well-defined
cone on olherend
Date Molded: aB / 7A / 2A1A
Type 3
Colunnarvertical cracking
through both ends, no
well-formcdcones
Type 6
Similar to Type 5 but
end of cylinder is pointed
Type 5
Side fractues at top or
bottom (occur commonly
with unbonded caps)
Rcmarks:
CC DORMAN CONSTRUCTION INC - ERANK MUNDT
CITY OE SPRINGEIELD BUILDING DEPARTMENT PERMITCENTER@SPRINGF]ELD-OR. GOV
RODOQRHARCH ITECTI] RAL . COMRODD HANSEN ARCI]ITECT L],C
x
SPRINGEIELD PUBLIC SCHOOL DISTRICT - CI]RIS REIERSGAARD
DORMAN CONSTRUCT]ON INC BOB BUSS
MAIL/CHRIS. REIERSGAARD@SPRINGFIELD. KI2. OR
AU SS@DORI4ANCON STRUCIION , COii
Proiect Manager christian McDonaf d Reviewed By: Proiect Manager a^ a8/22/2018
Our reports pertain to the material tested./inspected only. lnformation contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI'S General Conditions in effect at the time this report is preparcd. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
89970 I{WY 99N, EUGENE OR
5fi
Kr'
Carlson Testing, Inc.
Bend OfIice
Geotechoical Omcc
Eugen€ OIfice
Salem Office'l iserd Office
(5{l )
(s03)
(s{l )
(s03)
(503)
330-9155
601-E250
3ts-0289
589-1252
68,1-3t60
REPORT OF 4X8 CONCB.ETE CYLINDRICAL TESTSPECIMENS
Test Methods:ASaY! C3 9 / Ctl 2 / C 1 0 6 4,/ Cl 3 I / c3 1 / Ct 43 / C23l / CI237
Date Molded: A.t /2a/2at\Date Received:a'712112018 .lob Number:E 1B Q 1552.
Permit#: 811 1B 001343 STR
Client: DoRMAN CoNSTRUCTToN rNC - FRANK MUNDT
Project: THURSTON HIGH SCHOOL CONCESSIoN STAND
Address:333 58TH ST SPRINGEIELD oR Jurisdiction: SPRTNGaTELD
Contractor:
Subcontractor:Cast Bv:R. ORCHARD
KNIFE RTVER (EUGENE )
\{ssthsy; CLEAR
Cylinders were cast for the following locations:
Load #: 1
Test Time: 6 : 15 AM
psi fc@ 28 Days SlumP:
Concrete Temp: 67
Ticket#: 82a11440
Air'I'emp. at Sampling 'I irne : 4 9
FOOTING AT SOUTHWEST CORNER ON SOUTH HALE
4000
Total Concrete Placement Location:
NORTH AND SOUTH CONCESSION STAND SLAB ON GRADES AND FOOTINGS
Strength Requirement:5. C0"Y" Air:
3/ 4"Max Agg:Mix Number: 2 4 E4NE5A0 0
Admix/Amt: tiRDA64 (31 oz. )9 0F 52
Curing: High '1I{egis ter Number: AAAO5292 l,ab Location:
Average fc @ 2B days
Low 52 ***
Set
No.
Test @Davs
Test
Date
Total
Load
Avg
Diameter Area Unit
PSI
Type Of
Fracture
cap
Tvoe
Tes ted
BY
I 0'1 /2'7 /201,8 51250 4.00 72.56 456C PAD 60
2B o8 / \t /2078 815 65 4.00 PAD 60 ME
aB/71 / 2ArB 84755 4.00 t2 .56 6750 PAD 60 ME
2B aB /71 / 2ArB 810 55 12 .56 6450 3 PAD 60 M'
6s60
Please see reverse side for additional information.
Concrete Supplier:
Truck #: 4 03Bl
Cubic Yards:
72.56 | 64sa
I
4.00
I
!oi.t.ibut" attachments.
Job Number: E1801567. Register Number: AAAA5292
Project: THURSTON HIGH SCHOOL CONCF,SSION STAND
< 1 nt. [25 m'n]
Type 2
Well-Formedconeon one
end. vcrtical cracks running
through caps. no wcll-defined
cone on otherend
Date Molded: a'7 / 2a / 201a
lype 3
Columnarvenical cracking
through bolh ends. no
$ell-lormedcones
Typ. 6
Similar to Type 5 but
end of cylinder is pointed
Type I
Reasonable wel l-lbrmed
cones on both ends- less
than 1 in. [25 mm]of
cracking thro ugh caps
Type 4
Diagonal liacture $ith
no cracking through
ends: tap \!ith hammer to
distinguish from l ype 1
t** Departure from ASTM C3l standard
Remarks:
Project Manager christian McDona l'i
J
Type 5
Side fractues at top or
boftom (occurcommonly
with unbonded caps)
PE RM ITCENTE R@S PRI NG FI ELD-OR . GOV
ROOD@RHARCH ITECTU RAL . C(,$RODD HANSEN ARCHITECT LLC
x
SPRINGEIELD PUBLIC SCEOOL DISTRICT _ CI]RIS REIERSGAARD
DORMAN CONSTRUCTION INC _ BOB BUSS
MAIL/CHRIS. REIERSGAARDGSPRINGFIELD. K12. OR
sUSS@DORI'IANCONSTRUCIION. COi,t
Reviewed By: ProJect Manager oi A8/2I/2a18
ffil
Our reports pertain to the material tested/inspected only. Inlbmation contained herein is not to be reproduced, except in full,
without prior authodzation from this office. Under all circumstances, the infomation contained in this report is provided
subject to all terms and conditions of CTI'S General Conditions in effect at the time this report is prcpared. No partv other than
those to whom CTI has distributed this report shall be cntitled to use or rely upon the information contained in this document.
89970 HWY 99N, EUGENE OR
CC. DORMAN CONSTRUCTION INC FRANK MUNDT
CITY OE SPRINGFIELD BUILDING DEPARTMENT