HomeMy WebLinkAboutPermit Field Test & Inspection Report 1997-8-6
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
CONCRETE COMPRESSION TESTS
TESTED FOR:Dorman Construction
CAST BY:our rep. D. DeLatte
PROJECT:KRC Rolls
ADDRESS:288~:Olympic st.
Springfield, Oregon
TYPE OF SPECIMEN:6 x 12
3500. psi, 3/4" MAX SIZED AGGREGATE 5.5
ADDITIVES:
SOURCE: Eugene Sand & Gravel
PRODUCT CODE: 184
CONDITION OF STORAGE: ASTM
PROJECT NO.:EBXX970111
REPORT NO:12-087-7682
P.O. NO:96-44
\ ':PERMIT NO: 97-'-0627. , .
. DATE MADE:08/65/97
DATE REC'D:08/06/97
SACK MIX
SLUMP: 3"
TICKET NO: 120937W AIR TEMP,: 68 TIME: 8:05 am CU. YARDS: 10.0
LOAD NO: 1 CONC TEMP: 76 WEATHER: clear % AIR:
LOCATION OF POUR:Walls of balancer pit
Test Weight Load - lbs. Age
Date Mark Pounds per Sq. in. Averaqe Tested
08/12/97 28.3 3100 7 day
08/12/97 28.3 3180 3140 7 day
09/02/97 28.3 4210 28 day
09/02/97 28.3 4100 4155 28 day
cyl only
Note: Advised superintendent of on-site test results.
cc: Eugene Sand & Gravel
Dorman Const. - Mark Leavitt
KRC Rolls - Brian Glenister
Branch Engineering - Steve Keating
City of Springfield
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
CONCRETE COMPRESSION TESTS
TESTED FOR:Dorman Construction
CAST BY:our rep. T. Zubek
PROJECT:KRC Rolls
ADDRESS:2885 Olympic Street
. Springfield, Oregon
TYPE OF SPECIMEN:,6 x 12
3500 psi, 3/4" HAX SIZED AGGREGATE' 5.5
ADDITIVES:AEA
SOURCE: Eugene Sand & Gravel
PRODUCT CODE: Mix 184
CONDITION OF STORAGE: ASTM
PROJECT NO.:EBXX970111
REPORT NO:12-057-7449
P.O. NO:96-44
PERMIT NO:97-0627
DATE MADE:05/16/97
DATE REC'D:05/17/97
SACK NIX "
SLUMP: 3. 0"
TICKET NO: 114367W AIR TEMP: 68 TIME: 9:15 am CU. YARDS: 9.0
LOAD NO: 1 CONC TEMP: 74' WEATHER: clear % AIR: 3.5%
LOCATION OF POUR:Footings on north wall. Sample taken at third footing pad from
the west end of the north wall.
Test
Date
OS/23/97
OS/23/97
06/13/97
06/13/97
Mark
Weight
Pounds
28.2
28.3
Load - lbs.
per Sq. in.
2880
2900
Averaqe
2890
Age
Tested
7 day
7 day
28 dayu
28 day
cyl only
Note: Advised superintendent of on-site test results .
cc: Dorman Construction-Mark Miller
KRC Rolls-Brian Glenister
Branch Engineering-Steve K~ating
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.