HomeMy WebLinkAboutPermit Field Test & Inspection Report 1996-2-12
_B R A U N
I N T E R T E C NOR TH W EST, ,I N C.
Inspecting Engineers-~Chemists
2285 NUGGET WAY
EUGENE,OR 97403
Phone: (503) 746-9649
FAX: 746-7163 .
CONCRETE COMPRESSION TESTS
TESTED FOR:Roy Gray
CAST BY:our rep. S. Wilder
PROJECT:Pioneer Storage
ADDRESS-:"l8.93:;':Nor,th.-Second
~ . .... .- ...~.~-: ..- . .. ,/
Springfield,Or~gon
TYPE OF SPECIMEN:6 x 12
psi, 3500 MAX SIZED AGGREGATE 3/4"
ADDITIVES:hot water
. SOURCE: Eugene Sand & Gravel
PRODUCT CODE:Mix 184
CONDITION OF STORAGE:ASTM
PROJECT NO. :EBXX960008
REPORT NO:12-026-5697
P.O. NO:
PERM'ET",:NO::;9S17 48
t-.",.. )
DATE MADE:02/~0196
DATE REC'D:02/12/96
SACK MIX5.5
SLUMP:4"
TICKET NO:83029W
LOAD NO: 6
LOCATION OF
AIR
CONC
POUR: Floor
E. )
TEMP: 45 TIME: 9:45 am CU. YARDS: 10.25
TEMP: 63 WEATHER: overcast % AIR:
slab building A and E. (Load 6 placed west end
of buildg.
Test
Date
Mark
set1
Weight . Load - lbs. Age
Pounds per sq. in. Averaqe Tested
28.4 3880 7 day
28.4 3790 3735 7 day
28.5 4330 28 day
28.5 4400 4365 28 day
02/17/96
02/1:7 /96
03/09/96
03/09/96
cyl only
cc: Roy Gray
Mega Pacific -Larry Oening
City of Springfield
Branch Engineering
Eugene Sand & Gravel
THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND IS INTENDED FOR THE USE OF 'OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.
BRA U N
I N T E R T E C 'N 0 R T H W EST ,
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE, OR 97403
Phone: (503) 746-9649
FAX: 746-7163
INC.
CONCRETE COMPRESSION TESTS
TESTED FOR:Roy Gray
CAST BY:our rep. S. Wilder
PROJECT:Pioneer Storage
ADDRESS,:',1'893 ',North 'Secqnd'i
Springfield, Oregon
TYPE OF SPECIMEN:6 x 12
psi, 3500 MAX SIZED AGGREGATE 3/4"
ADDITIVES:hot water
SOURCE:Eugene Sand & Gravel
PRODUCT CODE:Mix 184
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960008
REPORT NO:12-026-5698
P.O. NO:
,PERM'IT::-'NO :;951748
'DATE MADE:"02'j10/96
DATE REC'D:02/12/96
SACK MIX5.5
SLUMP:4 1/4"
TICKET NO:83033W AIR TEMP: 46 TIME: 10:15 am CU. YARDS: 10.25
LOAD NO: 8 CONC TEMP: 65 WEATHER: overcast % AIR:
LOCATION OF POUR:Floor slab building A and E. (Load 8 placed northern third of
building A) .
Test ., " '11,~' Weight Load - lbs. Age
Date Mark Pounds per sq. in. Averaqe Tested
set2
02/17/96 28.5, 3880 7 day
02/17/96 28.4 3840 3860 7 day
03/09/96 28.4 4550 28 day
03/09/96 28.4 4640 4595 28 .day
cyl only
cc: Roy Gray
Mega Pacific -Larry Oening
City of Springfield
Branch Engineering
Eugene Sand & Gravel
, ~ i 1-
THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.
BRA U N
I N T E R T E CN 0 R T H W EST,
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE,OR 97403
Phone: (503) 746-9649
FAX: 746-7163
INC.
CONCRETE COMPRESSION TESTS
TESTED FOR:Roy Gray
CAST BY:our rep. R. Aliperti
PROJECT:Pioneer Storage
ADDRESS:l'89'3:~Nor,th 2nd. street
Springfield, Oregon
TYPE OF SPECIMEN:6 x 12
3000 psi, MAX SIZED AGGREGATE 3/4"
ADDITIVES:Hot water, 1% high early
SOURCE:Eugene Sand & Gravel
PRODUCT CODE:Mix 2183
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960008
REPORT NO:12-016-5662
P.O. NO: ,
PERMIT NO:951748:
DATE MADE:01/26/96
DATE REC'D:01/27/96
SACK MIX
SLUMP:3 1/2"
TICKET NO:82456W
LOAD NO: 3
LOCATION OF
AIR TEMP: 39 TIME: 8:50am CU. YARDS: 29.50
CONC TEMP: 62 WEATHER: cloudy % AIR: 3.8
POUR:Building B footings and floor slab (Load 3 placed between
approximately 15 and 30 feet fr.om matchl;~ne; '!B-C") .
Test Weight Load - lbs. Age
Date Mark, Pounds per sq. in. Averaqe Tested
02/02/96 set1 28.9 2970 7 day
02/02/96 28.8 3020 2995 7 day
02/23/96 28.8 4230 28 day
02/23/96 28.8 4140 4185 28 day
cyl only
cc: Roy Gray
Mega Pacific-Larry Oening
City of springfield
Eugene Sand & Gravel
.'.> " ..~
~+:; ~..:..' _'; '. ~._ l
0):/ ....tj
-:'-,;. ..
i :. .:}
!''-',
J ~ ...t~ ~':.j:;_,,,,
J.
.....1.,-
...\ J
:-; -,:':'.
1...':8r
....(- :;
THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTI~IZE THIS REPORT OR ANY PORTION
, THEREOF WITHOUT OUR. WRITTEN AUTHORIZATION.
BRA U N
I N T E R T E C NOR T H W EST ,
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE, OR 97403
Phone: (503) 746-9649
FAX:' 746-7163
INC.
CONCRETE COMPRESSION TESTS
TESTED FOR:MR. ROY GRAY
CAST BY:OUR REP.R. ALIPERTI
PROJECT:PIONEER STORAGE
'f' '~,"".~_. -"'~~'-~ '- -"-. "-
ADDRESS : 1893-':NORTH'.2ND' STREET
SPRINGFIELD, OREGON
TYPE OF SPECIMEN:6 X 12
3000 psi, MAX SIZED AGGREGATE 3/4"
ADDITIVES:HOT WATER, 1% HIGH EARLY
SOURCE:EUGENE SAND&GRAVEL
PRODUCT CODE:MIX 2183
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960008
REPORT NO:12-016-5663
P.O. NO:
PERMIT..NO.: 951748
DATE MADE:01/26/96
DATE REcrD:01/27/96
SACK MIX
SLUMP:4"
TICKET NO:82506W
LOAD NO: 12
LOCATION OF
AIR TEMP: 40 TIME: 11:20 AM CU. YARDS: 125.0
CONC TEMP: 60 WEATHER: CLOUDY % AIR: 3.0
POUR:BUILDING B FOOTINGS AND FLOOR SLAB (LOAD 12 PLACED BETWEEN
APPROXIMATELY 5 FEET AND 20 FEET MEASURED FROM THE WEST END OF
...BUILDING.'B.r '. ."
Test Weight Load - Ibs. Age
Date Mark Pounds per sq. in. Averaqe Tested
02/02/96 SET2 .28.8 3360 7 DAY
02/02/96 28.7 3270 3315 7 DAY
02/23/96 28.8 4530 28 DAY
02/23/96 28.8 4460 4495 28 DAY
CYL ONLY
cc: ROY GRAY
MEGA PACIFIC - LARRY OENING
CITY OF SPRINGFIELD,
EUGENE SAND & GRAVEL
~ ' j \
\J.: \ L.3\ t:.:'
~..~ '" .')~:\ l~l;:"
~.' '. "
..- --
T:> :. . ~ . ,(4 j;.,
i';',.":';; ~'J'
:.';"
. it.;
.. ':\'\,",
--..-.---
..'i".k.;: .:;...;
'I r;,.
\'.; '. ~.
,.
,"-:fS
THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND IS' INTENDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.
BRA U N
I N T E R T E C NOR T H W EST ,
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE, OR 97403.
Phone: (503) 746-9649
FAX: 746-7163
INC.
CONCRETE COMPRESSION TESTS
TESTED FOR:Mr. Roy Gray
~AST BY:our rep. R. Aliperti
'PROJECT: pioneer Storage
ADDRESS:1893 North Second
Springfield, Oregon
TYPE OF SPECIMEN:6 x 12 cylinders
3000 psi, 3/4" MAX SIZED AGGREGATE
ADDITIVES:
SOURCE:Eugene Sand & Gravel
PRODUCT CODE:Mix 2183
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960008
REPORT NO:12-016-5635
P.O. NO:
\.PERMrT.: NO,:951748
DATE MADE:oijll/96
DATE REC'D:01/12/96
SACK MIX
SLUMP:4 1/2"
TICKET NO:81886W
LOAD NO: 15
LOCATION OF
AIR TEMP: 42 TIME: 1:45 pm
CONC TEMP: 61 WEATHER: foggy %
POUR:Floor slabs Buildings C and D (Load
rom'the matchline of building C and
eet) .
CU. YARDS: 152.25
AIR:
15 placed in Building C f
D, north approximately 15 f
Test
Date
01/25/96
02/08/96
03/07/96
03/07/96
Mark
set2
Weight
Pounds
27.7
27.8
Load - lbs.
per sq. in.
3270
3980
Averaqe
Age
Tested
14 day
28 day
27.8
27.8
4350
4390
4370
56 day
56 day
cyl only
cc: Mr. Roy Gray
Mega Pacific -Larry Oening
City of Springfield
Eugene Sand & Gravel
THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON 'OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.
BRA U N
I N T E R T E C NOR T H W EST ,
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE, OR 97403
Phone: (503) 746-9649
FAX:.746-7163
INC.
CONCRETE COMPRESSION TESTS
TESTED FOR:Mr. Roy Gray
CAST BY:our rep. R. Aliperti
PROJECT:Pioneer Storage
ADDRES&:1893 North Second
'Springfield, Oregon
TYPE OF SPECHlEN: 6 x 12 cylinders
3000 psi, 3/4" MAX SIZED AGGREGATE
ADDITIVES:
,SOURCE: Eugene Sand & Gravel
PRODUCT CODE:Mix 2183
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960008
REPORT NO:12-016-5634
P.O. NO:
" ..RERMITNO:~"5p48
DATE MADE:01/11/96
DATE REC'D:01/12/96
SACK MIX
SLUMP: 3"
TICKET NO:81875W
LOAD NO: 12
LOCATION OF
AIR TEMP: 42 TIM~: 12:40 PM
CONC TEMP: 62 WEATHER: foggy
POUR:Floor slabs buildings C and D.
approximately 220-230 feet from
CU. YARDS: 124.50
% AIR:
( Load 12 placed in building D
the west end).
Test
Date
01/25/96
02/08/96
03/07/96
03/07/96
Mark
set1
Weight
Pounds
28.0
28.1
Load ,- lbs.
per sq. in.
3960
4460
Averaqe
Age.
Tested
14 day
28 day
28.2
28.1
4830
4950
4890
56 day
56 day
cyl only
cc: Mr. Roy Gray
Mega Pacific -Larry Oening
City of Springfield
Eugene Sand & Gravei
THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.