07-0823 Concrete ReportCorporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 6534999 Fax: (951) 6534666
Report of: COMPRESSIVE STRENGTH -MORTAR ASTM C270
' s*
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6311
File No.:
Permit No.: 07-819
Project No.: 2145A02
Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A
79-815 HWY III (JEFFERSON & HWY 111)
LA QUINTA, CA
—Age `– Date
(Days) Tested
- Nominal
Size
Actual Area Load _.
(Sq. Inch) (lbs.)
~'Strength
(psi)
Type of
Fracture
7 10/11/2007
2 X 4
3.14 6,985
2,220
Cone
28 11/1/2007
2 X 4
3.14
28 11/1/2007
2 X 4
3.14
Specified Strength: 1,800 PSI Sampled By: DONALD SMITH
Location: 1 ST LIFT LINE 8 BETWEEN A TO B FROM F.F. TO 3'-4"
Concrete Supplier: SPEC. MIX
Mix No.:
Ticket No.:
Water added at Site: 0.00 gal. By
Cement Type: S Mix Time: 5 min.
Remarks:
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
SGPA ARCHITECTURE
MALEK ENGINEERS INC.
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
A
ASTM C172 Date Sampled: 10/4/2007 Date Received: 10/8/2007
Concrete Temp: 82 °F ASTM C1064
Ambient Temp: 76 "F ASTM C1064
Slump: in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
1
M.B.(Ben) Lo
Chief Engineer
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: .7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 6534999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
*s
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLETAMPICO,
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
Set No.: .7-6411
File No.:
Permit No.: 07-823
Project No.: 2145E02
Project Name: KOMAR DESERT CTR -BLDG E
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/19/2007
6X 12
28.37 '•
86,615
3,050
Cone
28
11/9/2007
6X 12
28.27
28
11/9/2007
6X 12
28.27
28H
11/9/2007
6 X 12
28.27
Specified Strength: 3,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007
Location: INTERIOR BLDG FTG. LINE C 1 TO 3
Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: 72 OF ASTM C1064
Mix No.: 1085A Ambient Temp: 67 OF ASTM C1064
Ticket No.: 5653891
Water added at Site: 0.00 gal. By Slump' 4.00 in. ASTM C143
Cement Type: IW Mix Time: 32 min. Tested at: Anaheim
Remarks: BLDG E
Respectfully Submitted,
Distribution: KOMAR INVESTMENTS, LLC MTGL, Inc.
THE BERGMAN COMPANIES j
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
r
M.B. (Ben) Lo
Chief Engineer
0
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858)537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6411
File No.:
Date Nominal
Tested Size
Permit No.:
07-823
Project No.:
2145E02
Project Name:
KOMAR DESERT CTR -BLDG E
28.37
79-793 HWY 111 (JEFFERSON & HWY 111)
3,050
LA QUINTA, CA
Age
(Days)
Date Nominal
Tested Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/19/2007 6X 12
28.37
86,615
3,050
Cone
28
11/9/2007 6X 12
28.37
124,455
4,390
Cone
28
11/9/2007 6X 12
28.37
126,225
4,450
Cone
28H
11/9/2007 6X 12
28.27
Specified Strength: 3,000 PSI Sampled By: DONALD SMITH
Location: INTERIOR BLDG FTG. LINE C 1 TO 3
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 1085A `
Ticket No.: 5653891
Water added at Site: 0.00 gal. By '
Cement Type: IW Mix Time: 32 min.
Remarks: BLDG E
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
A
ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007
Concrete Temp: 72 °F ASTM C1064
Ambient Temp: 67 °F ASTM C1064
Slump: 4.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
j
M.B. (Ben) Lo
Chief Engineer
4420 PSI
28 -day compression test complies with the specified strength.
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39
s*
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC...
A
Set No.: 7-6567
File No.:
Permit No.: 07-823
Project No.: 2145E02
Project Name: KOMAR DESERT CTR -BLDG E
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested ,
Nominal Actual Area Load
Size (Sq. Inch) (lbs.)
Strength Type of
(psi) Fracture
7
10/26/2007
6X 12 28.37 127,300
4,490 Cone
28
11/16/2007
6X 12 28.27
28
11/16/2007
6X 12 28.27
28H
11/16/2007
6X 12 1 28.27
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH
Location: S.O.G. APPROX. 800 SQ FT. BETWEEN LINES C -D & 3-4
Concrete Supplier: ROBERTSON'S READY MDC
Mix No.: 62121
Ticket No.: 5654223
Water added at Site: 0.00 gal. By
Cement Type: II Mix Time: 40 min.
Remarks:
I.
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPAMES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
ASTM C172 Date Sampled: 10/19/2007 Date Received: 10/25/2007
Concrete Temp: 78 °F ASTM C1064
Ambient Temp: 69 °F ASTM C1064
Slump: 3.50 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
l
M.B.(Ben) Lo
Chief Engineer
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518.
Tel: (951) 653-4999 Fax: (951) 653A666
Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6566
File No.:
Permit No.: 07-823
Project No.: 2145E02
Project Name: KOMAR DESERT CTR -BLDG E
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/26/2007
6X 12
28.37
123,350
4,350
Cone
28
11/16/2007
6X 12
28.27
28
11/16/2007
6X 12
28.27
28H
11/16/2007
6X 12
28.27
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH •
Location: S.O.G. APPROX. 800 SQ FT. BETWEEN LINES A -C & 1-2
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121
Ticket No.: 5672273
Water added at Site: 0.00 gal. By
Cement Type: H Mix Time: 64 min.
Remarks: BLDG E
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
I
A
ASTM C172 Date Sampled: 10/19/2007 Date Received: 10/25/2007
Concrete Temp: 71 °F ASTM C1064
Ambient Temp: 66 °F ASTM C1064
Slump: 4.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
1
M.B.(Ben) Lo
Chief Engineer
i
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 6534999 Fax: (951) 6534666
Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6567
W
File No.:
Permit No.: 07-823
Project No.: 2145E02
Project Name: KOMAR DESERT CTR -BLDG E
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age. Date
(Days) Tested
Nominal
Size
Actual Area Load
(Sq. Inch) (lbs.)
Strength
(psi)
Type of
Fracture
7 10/26/2007
6X 12
28.37 127,300
4,490
Cone
28 11/16/2007
6X 12
28.37 162,640
5,730
Cone
28 11/16/2007
6X 12
28.37 168,200
5,930
Cone & Split
28H 11/16/2007
6X 12
1 28.27
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH
Location: S.O.G. APPROX. 800 SQ FT. BETWEEN LINES C -D & 3-4
{
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121
Ticket No.: 5654223
Water added at Site: 0.00 . gal. By
Cement Type: II Mix Time: 40 min.
Remarks:
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
A
ASTM C172 Date Sampled: 10/19/2007 Date Received: 10/25/2007
Concrete Temp: 78 °F ASTM C1064
Ambient Temp: 69 °F ASTM C1064
Slump: 3.50 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
1
M.B. (Ben) Lo
Chief Engineer
5830 PSI
28 -day compression test complies with the specified strength.
0
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch:. 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC,
A
Set No.: 7-6612
File No.:
Permit No.: 07-823
Project No.: 2145F02
Project Name: KOMAR DESERT CTR -BLDG F
79-793 HWY 11 I (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength Type of
(psi) Fracture
. 7
11/2/2007
6X 12
28.46
69,750
2,450 Cone
28
11/23/2007
6X 12
28.37
122,390
4,310 Shear
28
1 11/23/2007
6X 12
28.37
118,520
1 4,180 Cone
Specified Strength: 3,000 PSI Sampled By: GEORGE CHAVEZ
Location: FOOTING- GRIDS 5 & B
Concrete Supplier: ROBERTSON'S READY MIX
'Mix No.: 1085A
Ticket No.: 5658605
Water added at Site: 2.00 gal: ' By CHUTEMAN
Cement Type: IIN -Mix Time: 68 min.
Remarks: ADMDC-WRDA-64
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
A
ASTM C172 Date Sampled: 10/26/2007 Date Received: 10/29/2007
Concrete Temp: 80 °F ASTM C1064
Ambient Temp: 78 °F ASTM C1064
Slump: 5.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
,1Z
M.B. (Ben) Lo
Chief Engineer `
4240 PSI
28 -day compression test complies with the specified strength.
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
. Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 6534999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
Set No.: 7-6620
File No.:
Permit No.: 07-819
Project No.: 2145A02
Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A
79-815 HWY III (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area Load
(Sq. Inch) (lbs.)
Strength
(psi)
Type of
Fracture
7
11/2/2007
8 X 8 X 16
58.60 104,705
1,790
N/A
28
11/23/2007
8 X 8 X 16
58.83 128,370
2,180
N/A
28
11/23/2007
8 X 8 X 16
58.98 131,360
2,230
N/A
Specified Strength: 1,500 PSI Sampled By: GEORGE CHAVEZ
Location: WALL- GRIDS F.5 & 1- 29'-4" HIGH
Concrete Supplier: SUPERIOR READY MIX
Mix No.i D66P-8
Ticket No.: 44372
Water added at Site: 30.00 gal. By FOREMAN
Cement Type: IW Mix Time: 90 min.
Remarks:
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
SGPA ARCHITECTURE
MALEK ENGINEERS INC.
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
ASTM C172 Date Sampled: 10/26/2007 Date Received: 10/29/2007
Concrete Temp: 74 "F ASTM C1064'
Ambient Temp: 86 °F ASTM C1064
Slump: 8.50 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
1
M.B. (Ben) Lo
Chief Engineer
2200 PSI
28 -day compression test complies with the specified strength.
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6612
File No.:
Permit No.: 07-823
Project No.: 2145F02
Project Name: KOMAR DESERT CTR -BLDG F
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINT& CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
11/2/2007
6X 12
28.46
69,750
2,450
Cone
28
11/23/2007
6X 12
28.27
28
11/23/2007
6X 12
28.27 ,
Specified Strength: 3,000 PSI Sampled By: GEORGE CHAVEZ
Location: FOOTING- GRIDS 5 & B
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 1085A 5
Ticket No.: 5658605
Water added at Site: 2.00 gal. By CHUTEMAN
Cement Type: IW Mix Time: 68 min.
Remarks: ADMIX-WRDA-64
. F
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
10
A
ASTM C172 Date Sampled: 10/26/2007 Date Received: 10/29/2007
Concrete Temp: 80 °F ASTM C1064
Ambient Temp: 78 °F ASTM C1064
Slump: 5.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
j
M.B. (Ben) Lo
Chief Engineer
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6716
File
No.: - _
PermitNo.: 107-823_
Project No.: 2145F02
Project Name: KOMAR DESERT CTR -BLDG F
(79-793 HWY i I L (JEFFERSON "& HWY. 111)
LA QUINTA, CA
Age
(Days)
Date Nominal
Tested Size
Actual Area
(Sq.Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
11/8/2007 6X 12
28.37
99,425
3,500
Shear
28
11/29%2007 6X 12
28.37
166,625
5,870
Cone
28
11/29/2007 6 X 12
28.37
172,500
6,080
Shear
Specified Strength: 4,500 PSI Sampled By: MARK COLEMAN
Location: B/5
Concrete Supplier: ROBERTSON'S READY MD{
Mix No.: 62121A
Ticket No.: 5658890
Water added at Site: 15.00 gal. By
Cement Type: Mix Time: 45 min.
Remarks: ADMIX- WRDA-64
Distribution: KOMAR INVESTMENTS, LLC _
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
ASTM C172 Date Sampled: 11/1/2007 Date Received: 11/2/2007
Concrete Temp: 80 °F ASTM C1064
Ambient Temp: °F ASTM C1064
Slump: 4.50 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B.(Ben) Lo
Chief Engineer
5980 PSI
28 -day compression test complies with the specified strength.
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39
*s
'CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
r,
Set No.: 7-6716
File No.:
Nominal
Size
Permit No.:
07-823
Project No.:
2145F02
Project Name:
KOMAR DESERT CTR -BLDG F
99,425
,79793 HWY 111 (JEFFERSON & HWY 111),
28 11/29/2007
6X 12
28.27
LA QUINTA, CA
Age Date
(Days) Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength Type of
(psi) Fracture
7 11/8/2007
6X 12
28.37
99,425
3,500 Shear
28 11/29/2007
6X 12
28.27
28 11/29/2007
6X 12
28.27
Specified Strength: 4,500' PSI Sampled By: MARK COLEMAN
Location: B/5
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121A '
Ticket No.: 5658890
Water added at Site: 15.00 gal. By
Cement Type: Mix Time: 45 min.
Remarks: ADMIX- WRDA-64
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
W
F
n
ASTM C172 Date Sampled: 11/1/2007 Date Received: 11/2/2007
Concrete Temp: 80 °F ASTM C1064
Ambient Temp: °F ASTM C1064
Slump: 4.50 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Reportof: COMPRESSIVE STRENGTH -GROUT ASTM C1019
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: -7-6909 — -
File No.:
Permit No.: 07-819
Project No.: 2145A02
Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A
79-815 HWY III (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area Load
(Sq. Inch) (lbs.)
Strength
(psi)
Type of
Fracture
7
11/21/2007
3 X 3 X 6
9.89 41,195
4,170
N/A
28
12/12/2007
3 X 3 X 6
9.00
28
12/12/2007
3 X 3 X 6
9.00
a
Specified Strength: 2,000 PSI Sampled By: GEORGE CHAVEZ
Location: WALL GRIDS 9 & D- 14'-0" HIGH (HIGH LIFT)
Concrete Supplier: SUPERIOR READY MIX
Mix No.: D66P-8
Ticket No.: 44843
Water added at Site: 15.00 gal. By FOREMAN
Cement Type: 11/V Mix Time: 74 min.
Remarks:
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
SGPA ARCHITECTURE
MALEK ENGINEERS INC.
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
ASTM C172 Date Sampled: 11/14/2007 Date Received: 11/15/2007
Concrete Temp: 86 °F ASTM C1064
Ambient Temp: 91 °F ASTM C1064
Slump: 8.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
1
M.B. (Ben) Lo
Chief Engineer
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: .7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riveiside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6984 .
File No.:
Permit No.: 07-819
Project No.: 2145A02
Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A
79-815 HWY III (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area Load
(Sq. Inch) (lbs.)
Strength
(psi)
Type of
Fracture
7
11/22/2007
6X 12
28.37 65,545
2,310
Cone
28
12/13/2007
6X 12
28.27
28
12/13/2007
6X 12
28.27
Specified Strength: 3,250 PSI Sampled By: JEFF BURGESS
Location: WEST CURB LINE- PARCEL # 4 (CURB & GUTTER)
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 560C3250
Ticket No.: 5659576
Water added at Site: 0.00 gal. By
Cement Type: II/V Mix Time: 30 min.
Remarks:
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
SGPA ARCHITECTURE
MALEK ENGINEERS INC.
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
A
ASTM C172 Date Sampled: 11/15/2007 Date Received: 11/20/2007
Concrete Temp: 60 °F ASTM C1064
Ambient Temp: 68 °F ASTM C1064
Slump: 5.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
l
M.B. (Ben) Lo
Chief Engineer
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39
s* -
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253 '
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6985
File No.:
Permit No.: 07-819
Project No.: 2145A02
Project Name: • KOMAR DESERT CTR -LA QUINTA- BLDG A
79-815 HWY III (JEFFERSON & HWY 111)
LA QUINTA, CA
Age Date
(Days) Tested
Nominal Actual Area Load
Size (Sq. Inch) (lbs.)
Strength
(psi)
Type of
Fracture
7 11/23/2007
6X 12 28.37 112,810
3,980
Cone
28 ' 12/14/2007
6X 12 28.27
28 12/14/2007
6X 12 28.27
Specified Strength: 3,250 PSI Sampled By: JOSH A.
Location: CURB @ N/E END OF PROJECT RUNNING ALONG FENCE
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: GC560B31
Ticket No.: 5659649
Water added at Site: 0.00 gal. By
Cement Type: Mix Time: min.
Remarks:
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
SGPA ARCHITECTURE
MALEK ENGINEERS INC.
CITY OF LA QUfNTA-BLDG & SAFETY
**LAB COPY**
ASTM C172 Date Sampled: 11/16/2007 Date Received: 11/20/2007
Concrete Temp: 67 "F ASTM C1064
Ambient Temp: 71 °F ASTM C1064
Slump: 4.00 in. • ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
1
M.B.(Ben) Lo
Chief Engineer
Proudly seining the
unincorporated
areas of Riverside
County and the
Cities of:
Banning
Beaumont
Calimesa
Canyon Lake
Coachella
Desert Hot Springs
Indian Wells
Indio
Lake Elsinore
:
La Quinta
Moreno Valley
s
Palm Desert
Perris .
Rancho Mirage
San Jacinto
Temecula
Board of Supervisors
Bob Buster,
District I
John Tavaglione,
District 2
Jeff Stone, '
District 3
Roy Wilson,
District 4
Marion Ashley,
District 5
RIVERSIDE COUNTY
FIRE DEPARTMENT
In cooperation with the
California Department of Forestry and Fire Protection
210 West San Jacinto Avenue • Perris, California 92570 • (951) 940-6900 • Fax (951) 940-6910
Date/D.-/Y-7
City of La Quinta
Building Department
RE Cux6- S �asf neSS plc 6L( 6
The Riderside County Fire.Dartnent is zov
ting the Fire Clearance for the following
location ?q9--%%� � 77-69D J//
Please call if you should have questions 760-86X-8886
Respectfully
By
Te u d\\
rry SO cy
Fire Systems Ins ector
EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE
82-675 Highway 111, 2n° FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6567
File No.:
Permit No.: 07-823
Project No.: 2145E02
Project Name: KOMAR DESERT CTR-BLDG E
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(Ibs.)
Strength
(psi)
Type of
Fracture
7
10/26/2007
6 X 12
28.37
127,300
4,490
Cone
28
11/16/2007
6 X 12
28.27
28
11/16/2007
6 X 12
28.27
_
28 H
11/16/2007
6 X 12
28.27
A
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/19/2007 Date Received: 10/25/2007
Location: S.O.G. APPROX. 800 SQ FT. BETWEEN LINES C-D & 3-4
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121
Ticket No.: 5654223
Water added at Site: 0.00 gal. By
Cement Type: II
Remarks:
Concrete Temp: 78
Ambient Temp: 69
°F ASTM C1064
°F ASTM C1064
Slump: 3.50 in. ASTM C143
Mix Time: 40 min. Tested at: Anaheim
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6566
File No.:
Permit No.: 07-823
Project No.: 2145E02
Project Name: KOMAR DESERT CTR-BLDG E
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/26/2007
6 X 12
28.37
123,350
4,350
Cone
28
11/16/2007
6 X 12
28.27
28
11/16/2007
6 X 12
28.27
28 H
11/16/2007
6 X 12
28.27
A
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/19/2007 Date Received: 10/25/2007
Location: S.O.G. APPROX. 800 SQ FT. BETWEEN LINES A-C & 1-2
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121
Ticket No.: 5672273
Water added at Site: 0.00 gal. By
Cement Type: II
Remarks: BLDG E
Concrete Temp: 71
Ambient Temp: 66
°F ASTM C1064
°F ASTM C1064
Slump: 4.00 in. ASTM C143
Mix Time: 64 min. Tested at: Anaheim
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6200
File No.:
Permit No.: 07-822
Project No.: 2145D02
Project Name: KOMAR DESERT CENTER- BLDG # D-LA QUINTA
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/5/2007
6 X 12
28.37
75,895
2,680
Cone
28
10/26/2007
6 X 12
28.37
110,105
3,880
Cone
28
10/26/2007
6 X 12
28.37
108,605
3,830
Cone
28 H
10/26/2007
6 X 12
28.27
A
Specified Strength: 3,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 9/28/2007 Date Received: 10/1/2007
Location: BLDG D PERIMETER BLDG FTG. LINE A BETWEEN 1 TO 4
Concrete Supplier: SUPERIOR READY MIX
Mix No.: 1085A
Ticket No.: 5526003
Water added at Site: 0.00 gal. By
Concrete Temp: 73
Ambient Temp: 68
°F ASTM C1064
°F ASTM C1064
Slump: 4.50 in. ASTM C143
Cement Type: II/V Mix Time: 70 min. Tested at: Anaheim
Remarks:
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
3860 PSI
28-day compression test complies with the specified strength.
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6567
File No.:
Permit No.:
Project No.:
Project Name:
07-823
2145E02
KOMAR DESERT CTR-BLDG E
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/26/2007
6 X 12
28.37
127,300
4,490
Cone
28
11/16/2007
6 X 12
28.37
162,640
5,730
Cone
28
11/16/2007
6 X 12
28.37
168,200
5,930
Cone & Split
28H
11/16/2007
6 X 12
28.27
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH
Location: S.O.G. APPROX. 800 SQ FT. BETWEEN LINES C-D & 3-4
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121
Ticket No.: 5654223
Water added at Site: 0.00
Cement Type: II
Remarks:
gal. By
Mix Time: 40
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
min.
A
ASTM C172 Date Sampled: 10/19/2007 Date Received: 10/25/2007
Concrete Temp: 78
Ambient Temp: 69
°F ASTM C1064
°F ASTM C1064
Slump: 3.50 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
5830 PSI
28-day compression test complies with the specified strength.
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6566
File No.:
Permit No.:
Project No.:
Project Name:
07-823
2145E02
KOMAR DESERT CTR-BLDG E
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/26/2007
6 X 12
28.37
123,350
4,350
Cone
28
11/16/2007
6 X 12
28.37
164,115
5,790
Shear
28
11/16/2007
6 X 12
28.37
158,880
5,600
Cone
28 H
11/16/2007
6 X 12
28.27
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH
Location: S.O.G. APPROX. 800 SQ FT. BETWEEN LINES A-C & 1-2
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121
Ticket No.: 5672273
Water added at Site: 0.00 gal. By
Cement Type: II Mix Time: 64 min.
Remarks: BLDG E
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
A
ASTM C172 Date Sampled: 10/19/2007 Date Received: 10/25/2007
Concrete Temp: 71
Ambient Temp: 66
°F ASTM C1064
°F ASTM C1064
Slump: 4.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
5700 PSI
28-day compression test complies with the specified strength.
1
Corporate:
2992 E. La Palma Ave. Ste. A
Anaheim, CA 92806
Tel: 714.632.2999
Fax: 714.632.2974
www.mtglinc.com Dispatch: 800.491.2990
MTGL Project#: p� S
Permit # 8
Report# PG DF.
San Diego/Imperial County
7313 Carroll Rd. Ste. G
San Diego, CA 92121
Tel: 858.537.3999
Fax: 858.537.3990
Dispatch: 888.844.5060
DAILY INSPECTION
REPORT
Inland Empire:
14467 Meridian Pkwy., Bldg. 2-A
Riverside, CA 92518
Tel: 951.653.4999
Fax: 951.653.4666
Dispatch: 800.491.2990
DSA/CITY File #:
DSA/OSHPD APPL#:
DSA / LEA #:
Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non -compliant conditions must be distributed immediately.
Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection.
PROJECT NAME DATE
s
/ �O
EDL•PARTED
ARCHITECT TIME ARRIVED CgMH
- NAVE3O LNC
ENGINEER TIME
\ZNK
CONTRACTOR SUB CO ACTO ��pn�,
CO, . �k7m
INSPECTI ADDS A D SS OF PROJE
,f
TYPE OF INSPECTION ❑ BAT H ANT ❑ MASONRY ❑ FIREPROOFING 0 EILi G WIRE i II
❑ ENGINEERED FILL ❑ PT C NCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL rt)0i1-ei
❑ FOUNDATION ❑ SHOTCRETE ❑ WELDING ❑ NDE FIELD ❑
❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑
DSA/OSHPD/PROJECT: AVAILABLE: i SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑
APPROVED DOCUMENTS: APPROVED PLANS Y d N ❑ APPROVED SHOP DRAWING Y ❑ N ❑
MATERIALS US�f\4�YCONTRACTOR IINCLUD RESEARCH REPORT O QR MATERIAL TE REPOR
�/Q L/` 3,75___r r) ps i
CONTRACTORS EQUIPMENT/ MANPOWER USED:
AREA, GRID LINES, PIECES INSPECTED: Vai
CAces ---\-..ce.R., 'ck, \6kb. 6,, tl
STRUCTURAL NOTES, DETAIL, OR RFIS USED:
REMARKS, INCLUDING MEETINGS:
REWORK AS PEVENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE:
THE WORK WAS V WAS NOT ❑
Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT
approved documents. /
MATERIAL SAMPLING WAS Ll WAS NOT ❑ N/A ❑
Performed in accordance with DSA/OSHPD/PROJECT approved documents.
cc Project Architect Contractor
Structural Engineer Building Department
DSA Regional Office Owner
School District
THE WORK INSPECTED MET El DID NOT MEET
THE requirements bj the DSA/ ISHPDI' - IIJECT • pprove
Samplestak : �, %'•
Weather:
em
docume
5gnatu • Sp cial Insp
�?f
Print Name AC.
Certification #: ` `45 /z
Verified
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6612
File No.:
Permit No.:
Project No.:
Project Name:
07-823
2145F02
KOMAR DESERT CTR-BLDG F
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
11/2/2007
6 X 12
28.46
69,750
2,450
Cone
28
11/23/2007
6 X 12
28.37
122,390
4,310
Shear
28
11/23/2007
6 X 12
28.37
118,520
4,180
Cone
Specified Strength: 3,000 PSI Sampled By: GEORGE CHAVEZ
Location: FOOTING- GRIDS 5 & B
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 1085A
Ticket No.: 5658605
Water added at Site: 2.00
Cement Type: II/V
Remarks: ADMIX-WRDA-64
gal. By CHUTEMAN
Mix Time: 68
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
min.
A
ASTM C172 Date Sampled: 10/26/2007 Date Received: 10/29/2007
Concrete Temp: 80
Ambient Temp: 78
°F ASTM C1064
°F ASTM C1064
Slump: 5.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
4240 PSI
28-day compression test complies with the specified strength.
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6411
File No.:
Permit No.: 07-823
Project No.: 2145E02
Project Name: KOMAR DESERT CTR-BLDG E
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(Ibs.)
Strength
(psi)
Type of
Fracture
7
10/19/2007
6 X 12
28.37
86,615
3,050
Cone
28
11/9/2007
6 X 12
28.27
28
11/9/2007
6 X 12
28.27
28 H
11/9/2007
6 X 12
28.27
A
Specified Strength: 3,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007
Location: INTERIOR BLDG FTG. LINE C 1 TO 3
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 1085A
Ticket No.: 5653891
Water added at Site: 0.00 gal. By
Concrete Temp: 72
Ambient Temp: 67
°F ASTM C1064
°F ASTM C1064
Slump: 4.00 in. ASTM C143
Cement Type: II/V Mix Time: 32 min. Tested at: Anaheim
Remarks: BLDG E
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6177
File No.:
Permit No.:
Project No.:
Project Name:
07-820
2145B02
KOMAR DESERT CENTER- BLDG # B-LA QUINTA
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/4/2007
6 X 12
28.37
88,040
3,100
Cone
28
10/25/2007
6 X 12
28.37
128,195
4,520
Cone
28 10/25/2007
6 X 12
28.37
123,350
4,350
Cone
28 H Y 10/25/2007
6 X 12
28.27
Specified Strength: 3,000 PSI Sampled By: DONALD SMITH
Location: BLDG B LINE 6 BETWEEN A TO D
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 1085A
Ticket No.: 5643938
Water added at Site: 15.00 gal. By CONTRACTOR
Cement Type: II/V
Remarks:
Mix Time: 55 min.
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
A
ASTM C172 Date Sampled: 9/27/2007 Date Received: 9/28/2007
Concrete Temp: 84
Ambient Temp: 77
°F ASTM C1064
°F ASTM C1064
Slump: 3.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
4440 PSI
28-day compression test complies with the specified strength.
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6176
File No.:
Permit No.:
Project No.:
Project Name:
07-820
2145B02
KOMAR DESERT CENTER- BLDG # B-LA QUINTA
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(Ibs.)
Strength
(psi)
Type of
Fracture
7
10/4/2007
6 X 12
28.37
82,235
2,900
Cone
28
10/25/2007
6 X 12
28.37
123,950
4,370
Cone
28
10/25/2007
6 X 12
28.37
124,005
4,370
Cone & Split
28 H
10/25/2007
6 X 12
28.27
Specified Strength: 3,000 PSI Sampled By: DONALD SMITH
Location: BLDGS B & C LINES 1& 2 BETWEEN C TO E
Concrete Supplier: ROBERTSON'S READY MD(
Mix No.: 1085A
Ticket No.: 5643889
Water added at Site: 5.00
Cement Type: II/V
Remarks:
gal. By CONTRACTOR
Mix Time: 41 min.
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
A
ASTM C172 Date Sampled: 9/27/2007 Date Received: 9/28/2007
Concrete Temp: 79
Ambient Temp: 71
°F ASTM C1064
°F ASTM C1064
Slump: 3.50 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
4370 PSI
28-day compression test complies with the specified strength.
e
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6716
File No.:
Permit No.: 07-823
Project No.: 2145F02
Project Name: KOMAR DESERT CTR-BLDG F
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
11/8/2007
6 X 12
28.37
99,425
3,500
Shear
28
11/29/2007
6 X 12
28.37
166,625
5,870
Cone
28
11/29/2007
6 X 12
28.37
172,500
6,080
Shear
Specified Strength: 4,500 PSI Sampled By: MARK COLEMAN ASTM C172 Date Sampled: 11/1/2007 Date Received: 11/2/2007
Location: B/5
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121A
Ticket No.: 5658890
Water added at Site: 15.00 gal. By
Concrete Temp: 80
Ambient Temp:
°F ASTM C1064
°F ASTM C1064
Slump: 4.50 in. ASTM C143
Cement Type: Mix Time: 45 min. Tested at: Anaheim
Remarks: ADMIX- WRDA-64
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
5980 PSI
28-day compression test complies with the specified strength.
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6716
File No.:
Permit No.:
Project No.:
Project Name:
07-823
2145F02
KOMAR DESERT CTR-BLDG F
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(Ibs.)
Strength
(psi)
Type of
Fracture
7
11/8/2007
6 X 12
28.37
99,425
3,500
Shear
28
11/29/2007 1
6 X 12
28.27
28
11/29/2007
6 X 12
28.27
Specified Strength: 4,500 PSI Sampled By: MARK COLEMAN
Location: B/5
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121A
Ticket No.: 5658890
Water added at Site: 15.00 gal. By
Cement Type:
Remarks: ADMIX- WRDA-64
Mix Time: 45
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
ASTM C172 Date Sampled: 11/1/2007 Date Received: 11/2/2007
Concrete Temp: 80
Ambient Temp:
°F ASTM C1064
°F ASTM C1064
Slump: 4.50 in. ASTM C143
min. Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
EMA
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
1el_ (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 925i 8
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
n
Set No.: 7-6612
Age
(Days)
7
Date
Tested
11/2/2007
Nominal
Size
6X12
Actual Area
(Sq. Inch)
28.46
File No.:
Permit No.:
Project No.:
Project Name:
Load
(lbs.)
69,750
07-823
2145F02
KOMAR DESERT CTR-BLDG F
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Strength
(psi)
2,450
Type of
Fracture
Cone
28
11/23/2007
6X12
28.27
28
11/23/2007
6X12
28.27
Specified Strength: 3,000 PSI Sampled By: GEORGE CHAVEZ
Location: FOOTING- GRIDS 5 & B
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 1085A
Ticket No.: 5658605
Water added at Site: 2.00 gal. By CHUTEMAN
Cement Type: II/V Mix Time: 68 min.
Remarks: ADMIX-WRDA-64
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
F
A
ASTM C172 Date Sampled: 10/26/2007 Date Received: 10/29/2007
Concrete Temp: 80
Ambient Temp: 78
°F ASTM C1064
°F ASTM C1064
Slump: 5.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-7098
File No.:
Permit No.: 07-822
Project No.: 2145D02
Project Name: KOMAR DESERT CENTER- BLDG # D-LA QUINTA
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
12/6/2007
6 X 12
28.37
88,255
3,110
Cone
28
12/27/2007
6 X 12
28.27
28
12/27/2007
6 X 12
28.27
28 H
12/27/2007
6 X 12
28.27
A
Specified Strength: 3,000 PSI Sampled By: EDUARDO PEREZ ASTM C172 Date Sampled: 11/29/2007 Date Received: 12/3/2007
Location: COLUMNS FOUNDATION BLDG D
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 1085A
Ticket No.: 5693986
Water added at Site: 0.00 gal. By
Concrete Temp: 72
Ambient Temp: 64
°F ASTM C1064
°F ASTM C1064
Slump: 4.00 in. ASTM C143
Cement Type: Mix Time: 36 min. Tested at: Anaheim
Remarks:
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
r
M.B. (Ben) Lo
Chief Engineer
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6200
File No.:
Permit No.:
Project No.:
Project Name:
07-822
2145D02
KOMAR DESERT CENTER- BLDG # D-LA QUINTA
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/5/2007
6 X 12
28.37
75,895
2,680
Cone
28
10/26/2007
6 X 12
28.27
28
10/26/2007
6 X 12
28.27
28 H
10/26/2007
6 X 12
28.27
Specified Strength: 3,000 PSI Sampled By: DONALD SMITH ASTM C172
Location: BLDG D PERIMETER BLDG FTG. LINE A BETWEEN 1 TO 4
Concrete Supplier: SUPERIOR READY MIX
Mix No.: 1085A
Ticket No.: 5526003
Water added at Site: 0.00
Cement Type: II/V
Remarks:
gal. By
Mix Time: 70
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
min.
A
Date Sampled: 9/28/2007 Date Received: 10/1/2007
Concrete Temp: 73
Ambient Temp: 68
°F ASTM C1064
°F ASTM C1064
Slump: 4.50 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6343
File No.:
Permit No.:
Project No.:
Project Name:
131
07-822
2145D02
KOMAR DESERT CENTER- BLDG # D-LA QUINTA
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(Ibs.)
Strength
(psi)
Type of
Fracture
7
10/15/2007
6 X 12
28.37
134,955
4,760
Shear
28
11/5/2007
6 X 12
28.27
28
11/5/2007
6 X 12
28.27
28 H
11/5/2007
6 X 12
28.27
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH
Location: 800 SQ. FT. AREA S.O.G. @ LINE F BETWEEN 3 TO 5
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121
Ticket No.: 5653559
Water added at Site: 0.00 gal. By
Cement Type: II
Remarks:
Mix Time: 44 min.
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
A
ASTM C172 Date Sampled: 10/8/2007 Date Received: 10/10/2007
Concrete Temp: 72
Ambient Temp: 65
°F ASTM C1064
°F ASTM C1064
Slump: 3.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6343
File No.:
Permit No.:
Project No.:
Project Name:
07-822
2145D02
KOMAR DESERT CENTER- BLDG # D-LA QUINTA
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(Ibs.)
Strength
(psi)
Type of
Fracture
7
10/15/2007
6 X 12
28.37
134,955
4,760
Shear
28
11/5/2007
6 X 12
28.37
157,930
5,570
Cone & Split
28
11/5/2007
6 X 12
28.37
162,270
5,720
Shear
28 H
11/5/2007
6 X 12
28.27
T
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH
Location: 800 SQ. FT. AREA S.O.G. @ LINE F BETWEEN 3 TO 5
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121
Ticket No.: 5653559
Water added at Site: 0.00 gal. By
Cement Type: II Mix Time: 44 min.
Remarks:
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
A
ASTM C172 Date Sampled: 10/8/2007 Date Received: 10/10/2007
Concrete Temp: 72
Ambient Temp: 65
°F ASTM C1064
°F ASTM C1064
Slump: 3.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
5640 PSI
28-day compression test complies with the specified strength.
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6297
File No.:
Permit No.:
Project No.:
Project Name:
T,
07-820
2145B02
KOMAR DESERT CENTER- BLDG # B-LA QUINTA
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/12/2007
6 X 12
28.37
107,795
3,800
Cone
28
11/2/2007
6 X 12
28.27
28
11/2/2007
6 X 12
28.27
28 H
11/2/2007
6 X 12
28.27
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH
Location: 4" SLAB ON GRADE, 10' WIDE STRIP LINE 7.5 BETWEEN D-F
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121
Ticket No.: 5653477
Water added at Site: 5.00 gal. By DRIVER
Cement Type: II
Remarks:
Mix Time: 64 min.
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
A
ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007
Concrete Temp: 81
Ambient Temp: 72
°F ASTM C1064
°F ASTM C1064
Slump: 4.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
3
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6296
File No.:
Permit No.: 07-820
Project No.: 2145B02
Project Name: KOMAR DESERT CENTER- BLDG # B-LA QUINTA
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(Ibs.)
Strength
(psi)
Type of
Fracture
7
10/12/2007
6 X 12
28.37
116,220
4,100
Cone
28
11/2/2007
6 X 12
28.27
28
11/2/2007
6 X 12
28.27
28 H
11/2/2007
6 X 12
28.27
A
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007
Location: 4" SLAB ON GRADE, 10' WIDE STRIP @ LINE A BETWEEN 3-6
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121
Ticket No.: 5653458
Water added at Site: 0.00 gal. By
Cement Type: II
Remarks:
Concrete Temp: 79
Ambient Temp: 69
°F ASTM C1064
°F ASTM C1064
Slump: 3.50 in. ASTM C143
Mix Time: 34 min. Tested at: Anaheim
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6297
File No.:
Permit No.:
Project No.:
Project Name:
07-820
2145B02
KOMAR DESERT CENTER- BLDG # B-LA QUINTA
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/12/2007
6 X 12
28.37
107,795
3,800
Cone
28
11/2/2007
6 X 12
28.46
154,065
5,410
Shear
28
11/2/2007
6 X 12
28.46
158,785
5,580
Cone
28 H
11/2/2007
6 X 12
28.27
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH
Location: 4" SLAB ON GRADE, 10' WIDE STRIP LINE 7.5 BETWEEN D-F
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121
Ticket No.: 5653477
Water added at Site: 5.00 gal. By DRIVER
Cement Type: II
Remarks:
Mix Time: 64 min.
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
A
ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007
Concrete Temp: 81
Ambient Temp: 72
°F ASTM C1064
°F ASTM C1064
Slump: 4.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
5500 PSI
28-day compression test complies with the specified strength.
3
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6296
File No.:
Permit No.: 07-820
Project No.: 2145B02
Project Name: KOMAR DESERT CENTER- BLDG # B-LA QUINTA
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/12/2007
6 X 12
28.37
116,220
4,100
Cone
28
11/2/2007
6 X 12
28.46
160,430
5,640
Shear
28
11/2/2007
6 X 12
28.46
159,095
5,590
Shear
28 H
11/2/2007
6 X 12
28.27
A
Specified Strength: 4,500 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007
Location: 4" SLAB ON GRADE, 10' WIDE STRIP @ LINE A BETWEEN 3-6
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 62121
Ticket No.: 5653458
Water added at Site: 0.00 gal. By
Cement Type: II
Remarks:
Concrete Temp: 79
Ambient Temp: 69
°F ASTM C1064
°F ASTM C1064
Slump: 3.50 in. ASTM C143
Mix Time: 34 min. Tested at: Anaheim
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
5620 PSI
28-day compression test complies with the specified strength.
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
File No.:
Permit No.: 07-820
Project No.: 2145B02
Project Name: KOMAR DESERT CENTER- BLDG # B-LA QUINTA
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Client: KOMAR INVESTMENTS, LLC
A A
Set No.: 7-7029
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
11/27/2007
6 X 12
28.37
69,685
2,460
Cone
28
12/18/2007
6 X 12
28.27
28
12/18/2007
6 X 12
28.27
28 H
12/18/2007
6 X 12
28.27
Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ ASTM C172 Date Sampled: 11/20/2007 Date Received: 11/26/2007
Location: CURB & GU 1"1'ER EAST SIDE OF PARKING LOT. CROSS STREET FROM BLDGS
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: GC560B33
Ticket No.: 5699140
Concrete Temp: 70
Ambient Temp: 58
°F ASTM C1064
°F ASTM C1064
Water added at Site: 0.00 gal. By Slump: 5.00 in. ASTM C143
Cement Type: Mix Time: 60 min. Tested at: Anaheim
Remarks:
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
Corporate:
Branch:
Branch:
2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
7313 Carroll Road, Suite G, San Diego, CA 92121
Tel: (858) 537-3999 Fax: (858) 537-3990
14467 Meridian Parkway Bldg 2A, Riverside, CA 92518
Tel: (951) 653-4999 Fax: (951) 653-4666
Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39
**
CITY OF LA QUINTA-BLDG & SAFETY
78495 CALLE TAMPICO
LA QUINTA, CA 92253
Client: KOMAR INVESTMENTS, LLC
A
Set No.: 7-6411
File No.:
Permit No.:
Project No.:
Project Name:
07-823
2145E02
KOMAR DESERT CTR-BLDG E
79-793 HWY 111 (JEFFERSON & HWY 111)
LA QUINTA, CA
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7
10/19/2007
6 X 12
28.37
86,615
3,050
Cone
28
11/9/2007
6 X 12
28.37
124,455
4,390
Cone
28
11/9/2007
6 X 12
28.37
126,225
4,450
Cone
28 H
11/9/2007
6 X 12
28.27
Specified Strength: 3,000 PSI Sampled By: DONALD SMITH
Location: INTERIOR BLDG FTG. LINE C 1 TO 3
Concrete Supplier: ROBERTSON'S READY MIX
Mix No.: 1085A
Ticket No.: 5653891
Water added at Site: 0.00
Cement Type: II/V
Remarks: BLDG E
gal. By
Mix Time: 32
Distribution: KOMAR INVESTMENTS, LLC
THE BERGMAN COMPANIES
CITY OF LA QUINTA-BLDG & SAFETY
**LAB COPY**
min.
A
ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007
Concrete Temp: 72
Ambient Temp: 67
°F ASTM C1064
°F ASTM C1064
Slump: 4.00 in. ASTM C143
Tested at: Anaheim
Respectfully Submitted,
MTGL, Inc.
M.B. (Ben) Lo
Chief Engineer
4420 PSI
28-day compression test complies with the specified strength.