HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2018-12-18FEI
ttsilil0tIlfiPfff\Oil,,rG-rr,i'r. 6tu r t-vi., Geotgchr*d & COrEtUdrTl Seavbes
Compressive Strength of Concrete
(ASTM C 39)
CLIENT Ms. Janet Holloway
PeaceHealth
3333 Riverbend Dr.
Springfr eld, Orcgon 97 47 7
11-20-18
PROJECT PeaceHealth MRI
3333 Riverbend Dr.
Spdnglield, Oregon
BP NO 81 1-18-001Sgs-STR
CAST BY D. Delatte
DATE
PROJECT NO.
REPORT NO.
12-18-18
21A7147
2628
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACEO
PRODUCT COOE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
4000 psi
4ON2AORM
Recover; D55
TICKET NO
YARDAGE
WEATHER
1 MRI room topping slab.
REMARKS: Frank (GBC) was advised of on-site test results
F
F
ve
58'
39'
Le
SAGKS
CEMENT
11-21-18
4'x8'
Knife River
1t2'
6',
9:40 AM
ASTM C 31
800306419.0 ()F
Inside
TEST
OATE
AGE
toAYs)
AREA
flN.r)
WEIGHT
(LBS}
TOTAL
LOAD (LBS)
COMPRESSIVE
STRENGTH (PSI)
AVERAGE
STRE}IGTH
lPsr)
TIME OF
TEST
TYPE OF
FRACTURE'
11-27-18 7 12.37 8.32 45075 3640 7:35 AM 5
12-18-18 28 12.31 68365 5550
5450
7:45 AM 5
12-18-',18 28 12.31 8.33 68645 5580 7:50 AM 5
12-18-18 28 12.31 8.34 64305 5220 7:55 AM 5
"1 E.d Crn6 2 - Coieisc't 3 - Coludrr a-O.96d 5 - 9.r. (lop d bonom) 6 - S'd€ (ponlld lop q borlon)
/l.x
Michael L. Meyer
Technical Manager
c:
GBC Construction - Kelly willis (email)
GMA Architects - Aaron Mccarry (email)
City of Spnnglield - Roberl Castile (email)
This report and/or enclosed test data is lhe confidenlaal properly ol the clienl to wiom it is addressed and Pertains to the sp€cific
process and/or material evalualed As such, information contained herein shall not be reproduced in pan or tt ll and/or any part
thereof be disclosed withoul FEI Testing A lnspection, lnc 's writlen aulhonzalion
750 nlw CornellAvenue . Conallis, Oegon 97330 pttorE (541) 7574698
29540 B Airport Road Eugene, Oegon 97402 phone (541) 6843849
945 Cdurnbia SEeet NE, Suite 1A Salem, oregpn 97301 ptpne (971) 2734672
MLM:St
Reviewed By:
FEI
Itsilil0tiltsPtfftqlt,,il Compressive Strength of Concrete6-rlik l a a$,hdi6 9rks
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAO NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATIOTI
Ms. Janet Holloway
PeaceHeallh
3333 Riverbend Dr.
Springfield, Oregon 97477
PROJECT PeaceHealth MRI
3333 Riverbend Dr.
Springfield, Oregon
BP NO 81 1-18-001995-5TR
CAST BY D. Detatte
DATE
PROJECT NO.
REPORT NO.
11-27-'t8
2147147
2624
11-20-1A
4000 psi SACKS
4ON2AORM CEMENT
Recover: D55
1 TICXET NO
58'F YARDAGE
39'F WEATHER
Level 'l MRI room topping slab.
DATE RECEIVEO
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
'11-21-18
4'x 8"
Knife River
1t2"
800306419.0 0F
lnside
9:40 AM
ASTM C 31
TEST
DATE
AGE
(oaYs)
AREA
0N.,)
WEIGHT
(LBS)
TOTAL
LOAO (LBS)
COMPRESSIVE
STRENGTH {PSI)
AVERAGE
STRENGTH
(PSr)
TYPE OF
FRACTURE-
11-27 -18 7 't2.37 8.32 45075 3640 7:35 AM 5
12-18-18 2B
12-18-18 28
12-18-18 28
TIME OF
TEST
- r . End C...s 2 - c,odsphr 3 - Corutr, 4 - Dego..r 5 - Sd. {roo d botm) 6 - Sd. (po6[.d r6p d bc{6rn)
REMARKS: Frank (GBC) was advised ot on-site test results
Reviewed By
fA.*.ay--
Michael L. Meyer
Technical Manager
c:
GBC Construction - Kelly Willis (email)
GMA Archilects - Aaron Mccarry (email)
City of Springfield - Robert Castile (email)
This report and/or enctosed test data is the confidental propeny of lhe client to whom it rs add.essed and pertains to th€ specafic
process ancl/or material evaluated As such, inlormalion conlained herein shallnot be reproduced in part or full 3nd/or any part
lhereol be disclosed wllhoul FElTesling & lnspectrcn, lnc's wrillen aulhorizalion
750 t{w Comell Avenue Corvallis, Oregm 97330 phorE (541) 7574698
29540 I Airport Road Eugene, Oregpn 97402 pho.'e (541)686849
945 Columbia Steet NE, Suite lA Salern, Oregon 97301 phone (971 ) 2734672
MLl:sl
C 39)
I