HomeMy WebLinkAboutCENTRAL AVE 29315_04-00003024Report of- COMPRESSIVE STRENGTH- GROUTASTM C1019
ss
CITY OF LAKE ELSINORE -BLDG & SAFETY DEPT
130 S MAIN STREET
LAKE ELSINORE, CA
Client: THE BERGMA,N COMPANIES
A
Set No.: 5-5766
File No.:
Date
Tested
rporaie: 2992 E. La Palma Avenue, Suite A, An CA 92806
Project No.:
Tel: (714) 632 -2999 . (714) 632 -2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
8/302005
Tel: (858) 537 -3999 Fax (858) 537 -3990
Branch: 14320 Els%Tmh Street, Suite C101, Moreno Valley, CA 92553
3,080
Tel: (909) 653A999 Fax: (909) 653A666
Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342
3 X 3 X 6
Tel: (818) 833 -8100 Fax: (818) 833 -0085
Report of- COMPRESSIVE STRENGTH- GROUTASTM C1019
ss
CITY OF LAKE ELSINORE -BLDG & SAFETY DEPT
130 S MAIN STREET
LAKE ELSINORE, CA
Client: THE BERGMA,N COMPANIES
A
Set No.: 5-5766
File No.:
Date
Tested
Permit No.: 403024
Project No.: 1412C09
Project Name: LAKE ELSINORE MARKETPLACE - RETAINING W
8/302005
29315 CENTRAL AVE (B)
9.82
LAKE ELSINORE, CA
A
Age
Days)
Date
Tested
Nominal
Size
Actual Area
Sq.Inch)
Load
Ibs.)
Strength
psi)
Type of
Fracture
7 8/302005 3 X 3 X 6 9.82 30,300 3,080 N/A
28 9202005 3 X 3 X 6 10.27 39.200 3,820 N/A
28 920I?005 3 X 3 X 6 9.85 1
37,800
1
3,840
1
N/A
Specified Strength: 2,000 PSI Sampled B}: DONALD SMITH
Location: I ST LIFT @ RETAINING WALL C BETWEEN STA. 3+00 TO 4+00
Concrete Supplier: CSM READY MIX
Mix No.: 903
Ticket No.: 84030988
Water added at Site: 5.00 gaL By CONTRACTOR
Cement Type: Mix Time: 29 min.
Remarks:
Distribution: THEBERGMANCOMPAArIES
RICK EN'GINrEERLNGCOMPANY (ORANGE)
CITY OF LAKE ELSINORE-BLDG & SAFETY DEPT
LAB COPY**
Date Sampled: 8232005 Date Received: 8/25/2005
Concrete Temp: 78 °F
Ambient Temp: 65 °F
Slump: 8.00 in.
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B.(Ben) Lo
Chief Engineer
3830 PSI
28-day compression test complies with the specified strength.
Corporate: 2992 E. La Palma Avenue, Suite A, m, CA 92806
Tel: (714) 632 -2 *Fax: (714) 632 -2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537 -3999 Fax: (858) 537 -3990
Branch: 14320 E6 -.wrth Street, Suite C 101, Moreno Valley, CA 92553
Tel: (909) 653 4999 Fax. (909) 653 4666
Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342
Tei: (818) 833 -8100 Fax. (818) 833 -0085
Report of: COMPRESSIVE STRENGTH- CONCRETE ASTM C39
s s File No.:
CITY OF LAKE ELSINORE -BLDG & SAFETY DEPT Permit No.: 403024
130 S MAIN STREET Project No.: 1412C09
LAKE ELSINORE, CA Project dame: LAKE ELSINORE MARKETPLACE- RETAINING W
29315 CENTRAL AVE (B)
LAKE ELSINORE, CA
Client: THE BERGMAN COMPANI RES
Set No.: 5 -5646 _ - -- -- _ - - -- -- - - - —
Age
Days)
Date
Tested
Nominal
Size
Actual Area
Sq.Inch)
Load
Ibs.)
Strength
psi)
Type of
Fracture
7 8/252005 6X 12 28.37 54,000 1,900 Cone
28 9/152005 6X 12 28.37 71.500 2,520 Shear
28 9/152005 6X 12 28.37 73,000 2,570 Cone
28 H 9/152005 6X 12 28.27
Specified Strength: 4500 PSI Sampled By: DONALD SMITH
Location: RETAINING WALL C FILL IN
Concrete Supplier: CSM READY MIX
Mix lib.: 1357
Ticket lib.: 84036758
Water added at Site: 0.00 gal. By
Cement Type: V Mix Time: 35 min.
Remarks:
Distribution: THE BERGMAN COMPANIES
RICK ENGINEERING COMPANY (ORANGE)
CITY OF LAKE ELSINORE -BLDG & SAFETY DEPT
LAB COPY"
Date Sampled: 8/182005 Date Received: 8/19/2005
Concrete Temp: 80 °F
Ambient Temp: 67 °F
Slump: 4.25 in.
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
Z
M.B. (Ben) Lo
Chief Engineer
2540 PSI
28-day compression test complies with the specified strength.