Gateway BP(2.5)-LR 990223TESTED FOR:
FIELD DATA:
LOCATION OF PLACEMENT
LABORATORY
229 A
229 B
229 C
229 D
SPECIFICATIONS
PSI A -200 -4 (5)F
i4 Information
To Build On
Engineering Consulting Testing
ALAN GRIMES
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
DATE: February 23, 1999
DATE PLACED February 16, 1999
TIME 07:45 am
SLUMP, IN. 5
AIR CONTENT, 5.3
AIR TEMPERATURE, °F 56
CONCRETE TEMPERATURE, °F 63
DATE RECEIVED IN LAB February 17, 1999
FIELD DATA SUBMITTED BY PSI \R BURTSELL
MIX DATA SUBMITTED BY LATTIMORE
NOTE:APPLICABLEASTM STANOARRS _UNLESS.OSHERWISEINDTCATEDLSLUMP C143- 99a:AIRCONTENT:_C231-97 TEMPERATUBE—CIO64116193LCAPPING' c123L91
SPECIMEN TEST
IDENTIFICATION AGE
NUMBER OR SET NO. (DAYS)
PAVING, SOUTH, GRID LINE 4 TO 10
8' EAST FROM FIRE HYDRANT
7
28
28
H
28
DATE OF
TEST
02/23/99
03/16/99
03/16/99
HOLD
REMARKS: X Cylinders made by PSI representative.
Cylinders made by Archilecfs or
Contractors representative.
TECHNICIAN: R. BURTSELL
REPORT OF CONCRETE COMPRESSION TEST
COMPRESSION TEST RESULTS
ASTM C39 -96
TOTAL
LOAD
(LBS.)
105000
136000
131500
Cylinders picked up by PSI
X representative.
Cylinders delivered to PSI laboratory.
Cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC.
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
PROJECT: G K LAUNDRY PROCESSING
REVISION #1
OUR REPORT NO.: 337 80080 -116
SUPPLIER
DELIVERY TICKET NO. TRUCK NO.
MIX NUMBER AND PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
CYLINDER
DIAMETER
(IN.)
CYLINDER
AREA
(SQ. IN.)
6.00 28.27
6.00 28.27
6.00 28.27
6.00 28.27
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT.
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
COMPRESSIVE
STRENGTH
(PSI)
3710
4810
4650
4000
Test results do nol comply with
applicable specifications.
LATTIMORE
7065737
42
Tes results comply with applicable
X specifications.
Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 -3783 Fax 817/284 -8942
TYPE OF BREAK
Cone
Cone
Cone
Respectfully submitted,
Professional Service Industries, inc.
TESTED FOR:
DATE PLACED
TIME
SLUMP, IN.
AIR CONTENT,
AIR TEMPERATURE, °F
CONCRETE TEMPERATURE,
DATE RECEIVED IN LAB
FIELD DATA SUBMITTED BY
MIX DATA SUBMITTED BY
SPECIMEN T TEST
LABORATORY IDENTIFICATION AGE
NUMBER OR SET NO. (DAYS)
230
230
230
230
SPECIFICATIONS
REMARKS:
PSI A -200 -4 (5)F
ac acwn Information
l tf .!JToBuild On
Engineering Consulting Testing
A
B
C
D
ALAN GRIMES
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
DATE: February 23, 1999
FIELD DATA:
LOCATIONOFPLACEMENT PAVING, SOUTH, GRID LINE 4 TO 10
3' NORTH FROM FIRE HYDRANT
February 16, 1999
09:45 am
4 1/2
5.3
59
°F 65
February 17, 1999
PSI \R. BURTSELL
LATTIMORE
NOTE: APPLICABLE ASTM STANDAROS.ONLESS OIHERWISE_ INDICATED: SLUMP, C143 -90a. AIR C911TENT:_C231 -93' TEMPERATURE :_C_tQB4- 88(93):9APPING:C123L-93
COMPRESSION TEST RESULTS
ASTM C39 -96
7 02/23/99
28 03/16/99
28 03/16/99
H HOLD
28
TECHNICIAN: R. BURTSELL
DATE OF
TEST
X Cylinders made by PSI representative.
Cylinders made by Architect's or
Contractors representative.
REPORT OF CONCRETE COMPRESSION TEST
TOTAL CYLINDER
LOAD DIAMETER
(LBS.) (IN.)
87500
115000
113000
Cylinders picked up by PSI
X representative.
Cylinders delivered to PSI laboratory.
cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC.
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT.
REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC
PROJECT: G K LAUNDRY PROCESSING
REVISION #1
OUR REPORT NO.: 337 -80080 -117
SUPPLIER
DELIVERY TICKET NO./TRUCK NO.
MIX NUMBER AND PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
CYLINDER
AREA
(SQ. IN.)
6.00 28.27
6.00 28.27
6.00 28.27
6.00 28.27
COMPRESSIVE
STRENGTH
(PSI)
3100
4070
4000
4000
Tes results comply with applicable
X specifications.
LATTIMORE
7065754
42
Test results do not comply with
applicable specifications.
TYPE OF BREAK
Cone
Cone
Cone
Professional Service Industries. Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 3783 Fax 817/284 8942
Respectfully submitted,
Professional Service Industries, Inc.
TESTED FOR:
DATE:
FIELD DATA:
LOCATION OF PLACEMENT
DATE PLACED
TIME
SLUMP, IN.
AIR CONTENT,
AIR TEMPERATURE, °F
CONCRETE TEMPERATURE,
DATE RECEIVED IN LAB
FIELD DATA SUBMITTED BY
MIX DATA SUBMITTED BY
SPECIMEN TEST
LABORATORY IDENTIFICATION AGE
NUMBER OR SET NO. (DAYS)
231
231
231
231
SPECIFICATIONS
REMARKS:
airX11 Information
iiTo Build On
Engineering Consulting Testing
A
B
C
D
ALAN GRIMES
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
February 23, 1999
PAVING, SOUTH, GRID LINE
GRID LINE 9
February 16, 1999
12:05 pm
4
4.5
69
°F 67
February 17, 1999
PSI \R. BURTSELL
LATTIMORE
7 02/23/99
28 03/16/99
28 03/16/99
H HOLD
NOTE. APPLICABLE ASTM STANDARDS.UNLESS OTNERYYISEINDLCATED. SLUMP. Ct43- 90a:. AIR CONTENT_C231 -97: TEMPERATURE. C 1.064 88(931. CAPPING, C1231,93
COMPRESSION TEST RESULTS
ASTM C39 -96
28
DATE OF
TEST
X Cylinders made by PSI representative.
TECHNICIAN: R. BURTSELL
REPORT OF CONCRETE COMPRESSION TEST
TOTAL
LOAD
(LBS.)
133500
163000
159000
Cylinders picked up by PSI
X representative.
PROJECT: G K LAUNDRY PROCESSING
REVISION #1
OUR REPORT NO.: 337 80080 118
4 TO 10
SUPPLIER
DELIVERY TICKET NO./TRUCK NO.
MIX NUMBER AND PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
CYLINDER
DIAMETER
(IN.)
Cylinders made by Architects or
Contractor's representative. Cylinders delivered to PSI laboratory.
cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC.
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
CYLINDER
AREA
(SQ. IN.)
6.00 28.27
6.00 28.27
6.00 28.27
6.00 28.27
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT.
REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
COMPRESSIVE
STRENGTH
(PSI)
4720
5770
5620
4000
LATTIMORE
6090624
42
Cone
Cone
Cone
Tes results comply with applicable
X specifications.
Test results do not comply with
applicable specifications.
TYPE OF BREAK
Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth. TX 76118 Phone 817/284 -3783 Fax 817/284 -8942
PSI A -200 -4 (5)F
Respectfully submitted,
Professional Service Industries, Inc.
TESTED FOR:
DATE:
DATE PLACED
TI ME
SLUMP, IN.
AIR CONTENT,
AIR TEMPERATURE, °F
SPECIMEN
LABORATORY IDENTIFICATION
NUMBER OR SET NO.
227
227
227
227
SPECIFICATIONS
REMARKS:
PSI A -200 -4 (5)F
ri—xn Information
l If JJToBuild On
Engineering Consulting Testing
A
B
C
D
ALAN GRIMES
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
February 23, 1999
FIELD DATA:
LOCATION OF PLACEMENT PAVING, SOUTH, GRID LINE 4
CONCRETE TEMPERATURE, °F 58
DATE RECEIVED IN LAB February 17, 1999
FIELD DATA SUBMITTED BY PSI \R BURTSELL
MIX DATA SUBMITTED BY LATTIMORE
NOTE APPLICABLE ASTM -SIANRARDS.UNLES-S9TNERWISE INDICATED SLUMP CL43942: AIReeNIENL C23i 9T TEMPERATURE: CIO64- 9@(431:_CAPPINCIC1231 -93
TEST
AGE DATE OF
(DAYS) TEST
7 02/23/99
28 03/16/99
28 03/16/99
H HOLD
28
Cylinders made by Architect's or
Contractor's representative.
15' SOUTH 20' EAST FROM GRID LINE 6
February 16,
05:20 am
4
4.8
48
TECHNICIAN: R. BURTSELL
REPORT OF CONCRETE COMPRESSION TEST
1999
COMPRESSION TEST RESULTS
ASTM C39 -96
TOTAL CYLINDER CYLINDER
LOAD DIAMETER AREA
(LBS.) (IN.) (SQ. IN.)
102500
130000
132500
Cylinders picked up by PSI
X Cylinders made by PSI representative. X representative.
PROJECT: G K LAUNDRY PROCESSING
REVISION #1
OUR REPORT NO.: 337 80080 -119
TO 10
Cylinders delivered to PSI laboratory.
CC: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC.
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
SUPPLIER
DELIVERY TICKET NO./TRUCK NO.
MIX NUMBER AND PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
6.00 28.27
6.00 28.27
6.00 28.27
6.00 28.27
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT.
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
COMPRESSIVE
STRENGTH
(PSI)
3630
4600
4690
4000
Test results do not comply with
applicable specifications.
LATTIMORE
7065713
42
Tes results comply with applicable
X specifications.
Professional Service Industries. Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 3783 Fax 817/284 8942
TYPE OF BREAK
Cone
Cone
Cone
Respectfully submitted,
Professional Service Industries, Inc.
TESTED FOR:
DATE:
FIELD DATA:
LOCATION OF PLACEMENT
DATE PLACED
TIME
SLUMP, IN.
AIR CONTENT,
AIR TEMPERATURE, °F
CONCRETE TEMPERATURE,
DATE RECEIVED IN LAB
FIELD DATA SUBMITTED BY
MIX DATA SUBMITTED BY
LABORATORY
NUMBER
228
228
228
228
SPECIFICATIONS
REMARKS:
PSI A -200 -4 (5)F
l'""'"Xil Information
r ,To Build On
Engineering Consulting Testing
NQTE; APPLICA BLE_ASTMSTANDARQS.UNLESS. QTHFRWISEI_NDICATED: SLUMP_LC14 0a; AIR CONTENT' .C2llALTEMPERATURE_C1994 CAPPINGj_C1211A13—
SPECIMEN
IDENTIFICATION
OR SET NO.
A
B
C
ALAN GRIMES
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
February 23, 1999
PAVING, SOUTH, GRID LINE 4 TO 10
20' SOUTH FROM GRID LINE 8
February 16, 1999
06:00 am
5
5.2
48
°F 58
February 17, 1999
PSI \R. BURTSELL
LATTIMORE
TEST
AGE DATE OF
(DAYS) TEST
7 02/23/99
28 03/16/99
28 03/16/99
H HOLD
28
Cylinders made by Architect's or
Contractors representative.
TECHNICIAN: R. BURTSELL
REPORT OF CONCRETE COMPRESSION TEST
COMPRESSION TEST RESULTS
ASTM C39 -96
TOTAL
LOAD
(LBS.)
98500
124000
127000
Cylinders picked up by PSI
X Cylinders made by PSI representative. X representative.
REVISION #1
OUR REPORT NO.: 337 80080 -120
SUPPLIER
DELIVERY TICKET NO./TRUCK NO.
MIX NUMBER AND PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
CYLINDER
DIAMETER
(IN.)
Cylinders delivered to PSI laboratory.
cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC.
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
CYLINDER
AREA
(SQ. IN.)
6.00 28.27
6.00 28.27
6.00 28.27
6.00 28.27
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC
PROJECT: G K LAUNDRY PROCESSING
COMPRESSIVE
STRENGTH
(PSI)
3480
4390
4490
4000
LATTIMORE
7065725
42
Cone
Cone
Cone
Tes results comply with applicable
X specifications.
Test results do not comply with
applicable specifications.
TYPE OF BREAK
Professional Service Industries. Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 -3783 Fax 817/284 -8942
Respectfully submitted,
Professional Service Industries, Inc.
TESTED FOR:
r""S71 Information
r II.To Build On
Engineering Consulting Testing
ALAN GRIMES
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
DATE: February 23, 1999
REPORT OF CONCRETE COMPRESSION TEST
FIELD DATA:
LOCATION OF PLACEMENT PAVING, SOUTH, GRID LINE 4 TO 10
5' EAST 5' NORTH FROM GRID LINE 4
DATE PLACED
TIME
SLUMP, IN.
AIR CONTENT,
AIR TEMPERATURE, °F
CONCRETE TEMPERATURE,
DATE RECEIVED IN LAB
FIELD DATA SUBMITTED BY
MIX DATA SUBMITTED BY
February 16, 1999
03:25 am
4 3/4
5.3
54
°F 59
February 17, 1999
PSI \R. BURTSELL
LATTIMORE
NOTE: APPLICABLE ASTM STANDARD S.UNLESS OTHERWISE_ INDICATED. SLUMP G148 -99a AIR CONTENT: C21h97 —SEMPERATURE. C140488(991_GAPPING_Cl271
COMPRESSION TEST RESULTS
ASTM C39 -96
SPECIMEN
LABORATORY IDENTIFICATION
NUMBER OR SET NO
226
226
226
226
SPECIFICATIONS
REMARKS:
PSI A -200 -4 (5)F
A
B
C
D
TEST
AGE DATE OF
(DAYS) TEST
7 02/23/99
28 03/16/99
28 03/16/99
H HOLD
28
X Cylinders made by PSI representative.
Cylinders made by Architect's or
Contractor's representative.
TECHNICIAN:
R. BURTSELL
TOTAL CYLINDER
LOAD DIAMETER
(LBS.) (IN.)
100500
130000
128000
Cylinders picked up by PSI
X representative.
Cylinders delivered to PSI laboratory.
cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC.
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
PROJECT: G K LAUNDRY PROCESSING
REVISION #1
OUR REPORT NO.: 337 80080 121
SUPPLIER
DELIVERY TICKET NO./TRUCK NO.
MIX NUMBER AND PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
CYLINDER
AREA
(SQ. IN.)
6.00 28.27
6.00 28.27
6.00 28.27
6.00 28.27
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT.
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
COMPRESSIVE
STRENGTH
(PSI)
3560
4600
4530
4000
LATTIMORE
7065705
42
Cone
Cone
Cone
Tes results comply with applicable
X specifications.
Test results do not comply with
applicable specifications.
TYPE OF BREAK
Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 -3783 Fax 817/284 -8942
Respectfully submitted,
Professional Service Industries, Inc.