ST0701-LR100225 CONCRETE COMPRESSIVE STRENGTH TEST REPORT
1 r
ern, �mum plrnm ton
Report Number: 94091 194.0036 r ,` F,JUJ InI``
Service Date: 02/10/10 8901 Carpenter Frwy.
Report Date: 02/25/10 Revision 1 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
Pac'frust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek to Beltline Road
15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX
Portland, OR 97224
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days Sample Date: 02/10/10 Sample Time: 1513
Sampled By: Barry Cuble
Mix ID: 1701 Weather Conditions: Cloudy, light breeze
Supplier: Lattimore Accumulative Yards: 9 Batch Size (cy): 9
Batch Time: 1401 Plant: 3 Placement Method: Direct Discharge
Truck No.: 9106 Ticket No.: 9273749 Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data Sample Location: See Placement Location
Test Result Specification Placement Location: Inlets, Walls and Slab at B /9, Sta.
Slump (in): 4 29+50; B /11, Sta. 28 +85
Air Content ( %): 5.2
Concrete Temp. (F): 55
Ambient Temp. (F): 39
Plastic Unit Wt. (pcf): 145.4
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Date Test Load Strength Fracture
No. ID (in) (sq in) Received Tested (days) (Ibs) (psi) Type
1 1 6.00 28.27 02/13/10 02/17/10 7 130,980 4,630 2
1 2 6.00 28.27 02/13/10 02/24/10 14 162,180 5,740 2
1 3 6.00 28.27 02/13/10 03/10/10 28
l 4 6.00 28.27 02/13/10 03/10/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and c.:t co •pressive .trength
samples.
Terracon Rep.: Barry Cuble Started: 1300
Reported To: Finished: 1600
.Z1fAr
Contractor: Lacy Construction
Report Distribution:
(1) Padrrust Pacific Realty Associates LP (1) City or Coppell TX Reviewed By:
( I) City or Coppell TX (2) Half Assoc Inc Eric J. C1: veland, P.E.
( I) Lacy Construction Senior Prbject Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1
CR0001, 5- 21.09, Rev.3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number.
Service Date: 01/27/10 8901 Carpenter Frwy.
Report Date: 02/25/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creels
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch Time: 1044 Plant: 136
Truck No.: 1186 Ticket No.: 25159904
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pet):
Result Specification
4 1/2 3 -5
4.8 3 -6
62
53
150.7
Sample Information
Sample Date:
01/27/10 Sample Time: 1123
Sampled By:
Barry Cuble
Weather Conditions:
Cloudy, breezy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Bucket
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Wing Wall at south side, east and west
No. ID
walls
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No. ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
1 1
6.00
28.27
01/28/10
02/03/10
7
143,280
5,070
2
1 2
6.00
28.27
01/28/10
02/10/10
14
150,440
5,320
5
1 3
6.00
28.27
01/28/10
02/24/10
28
173,550
6,140
2
1 4
6.00
28.27
01/28/10
02/24/10
28
159,630
5,650
2
Average (28 days)
5,900
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cuble Started: 0900 Lunch No -C ble: 2.50
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City ol'Coppell TX (1) City of Coppell TX
(1) City ol'Coppell TX (2) Halff Assoc Inc rK J. veland, P.E.
(1) Lacy Construction (1) PacTntst Pacific Realty Associates LP Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0001, 5.21 -09, Rev.3 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0092 Irerracon
Service Date: 02/17/10 8901 Carpenter Frwy.
Report Date: 02/25/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 7 5019
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi rr
28 days
Sample Date:
02/17/10 Sample Time:
1030
Sampled By:
Burl E. Thomas
Mix ID: DCC06504
Weather Conditions:
Clear
Supplier: l:edi -Mix
Accumulative Yards:
5 Batch Size (cy):
5
Batch Time: 0924
Plant:
259
Placement Method:
Direct Discharge
Truck No.: 1321
Ticket No.: 25163152
Water Added Before (gal):5
Water Added After (gal):
0
Field Test Data
Sample Location:
12' E of W end
Test
Result
Specification
Placement Location:
Bridge Rail, Span #1, S side
Slump (in):
5 3/4
3 -5
Air Content (' %t):
4.0
3 -6
Concrete Temp. (1+):
50
Ambient Temp. (F):
40
Plastic Unit Wt. (pct):
149.2
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter
Area
Date
Date Test
Load Strength
Fracture
No. 1 D
(in)
(sq in)
Received
Tested (days)
(ibs) (psi)
Type
1 1
6.00
28.27
02/18/10
02/24/10 7
145,960 5,160
2
1 2
6.00
28.27
02/18/10
03/03/10 14
1 3
6.00
28.27
02/18/10
03/17/10 28
1 ZI
6.00
28.27
02/18/10
03/17/10 28
Comments:
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and ca compressive strength
samples.
Terracon Rep.: Burl G Thomas Started: 0830
Reported To: Finished: 1130
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell 'rx (1) City of Coppell TX
(I) City of Coppell 'I'X (2)1- lalt'1'Assoc Inc ric J. Cleveland, P.E.
(1) Lacy Conslrucllon (1) PacTrust Pacific Realty Associates LP Senior Project Manager
Test Methods: ASTM C 3l, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of I
Cl2000 1. ?- 21 -00, Rcv.i
CONCRETE COMPRESSIVE STRENGTH TEST REPORT s Herracon ' Report Number: 94091 193.0093 i
Service Date: 02/17/10 8901 Carpenter Frwy.
Report Date: 02/25/10 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
[latch Time: 0845 Plant: 06
Truck No.: 7005 Ticket No.: 636581
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
3 3/4 3 -5
5.1 3 -6
47
39
143.6
Laboratory Test Data
Sample Date:
02/17/10 Sample Time: 0936
Sampled By:
Juan Lopez
Weather Conditions:
Clear
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
6.00
Water Added After (gal):
0
Sample Location:
Sta. 12 +98
Placement Location:
Pavement, eastbound lane on
02/18/10
Southwestern Blvd. at Sta. 1 +00 - Sta.
1 3
1 +30; Sta. 12 +90 - Sta. 13 +33; and Sta.
28.27
3 +32
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
02/18/10
02/24/10
1 2
6.00
28.27
02/18/10
03/03/10
1 3
6.00
28.27
02/18/10
03/17/10
1 4
6.00
28.27
02/18/10
03/17/10
Comments:
Samples Made By: Terracon
Age at
Maximum
Test
Load
(days)
(lbs)
7
120,210
14
28
28
Services: Obtain samples of fresh concrete at the placement locations perform required fie
samples.
Terracon Rep.: .loan Lopez Started: 0900
Reported To: Finished: 1200 ,
Contractor: Lacy Construction
Report Distribution:
(1) City of* coppell Tx (1) City of Coppell TX Reviewed B y :
(1) City ol'Coppcll Tx (2) Half'Assoc hic
(1) Lacy Construction (1) PaeTrust Pacific Realty Associates LP
Compressive
Strength Fracture
(psi) Type
4,250 2
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cROaui. oe. Re'.z Page 1 of 1
Senior Project Manager
FIELD DENSITY TEST REPORT ''
rerracan
Report Number: 94091 193.0101
Service Date: 02/22/10 8901 Carpenter Frwy.
Report Date: 02/24/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Datum: bl'g = below final grade Gauge ID: 1960
Comments: Test: results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compaction and matrial moisture
condition.
Terracon Rep.: Barry Cuble Started: 1100
Reported To: Oscar w /Lacy Construction Finished: 1400
Contractor: Lacy Construction
Report Distribution:
(1) City o1' Coppell Tx (1) City of Coppel I TX Reviewed B
t 1 City ul' Coppell Tx (2) HaIPPAssoc Inc
(1) Lacy Consuuction (1) PacTrust Pacific Realty Associates LP
Test Methods: ASTM D6938
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Ciuunn..i -w -apt, Rev.2 Page I of I
Senior Project Manager
Project Number: 94091193
Material Information
Lab Test Data
Project Requirements
Optimum
Max. Lab
Water
Dry Unit
Water
Minimum
Mat.
Proctor
Laboratory
Content
Weight
Content
Compaction
No.
Ref. No.
Classification and Description
Test Method
( %)
(pef)
(°/,)
( %)
1
94091 193.0002
Dark brown clay, with sand
ASTM D698
24.2
94.6
0/ +4
95
Field
Test Data
Probe Wet
Water
Water
Dry Unit
Percent
Test
Lift / Mat.
Depth Density
Content
Content
Weight
Compaction
No.
Test Location Elev. No.
(in) (pcf)
(pcf)
( %)
(pcf)
( %)
8" Sanitary Sewer
Line, Lateral B/2
36
Sta. 0 +40
1' bfg 1
6 118.7
25.0
26.7
93.7
99
37
Sta. 0 +55
3' bfg 1
6 112.5
22.4
24.9
90.1
95
38
Sta. 0-1-75
5' bfg 1
6 113.9
24.3
27.1
89.6
95
Datum: bl'g = below final grade Gauge ID: 1960
Comments: Test: results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compaction and matrial moisture
condition.
Terracon Rep.: Barry Cuble Started: 1100
Reported To: Oscar w /Lacy Construction Finished: 1400
Contractor: Lacy Construction
Report Distribution:
(1) City o1' Coppell Tx (1) City of Coppel I TX Reviewed B
t 1 City ul' Coppell Tx (2) HaIPPAssoc Inc
(1) Lacy Consuuction (1) PacTrust Pacific Realty Associates LP
Test Methods: ASTM D6938
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Ciuunn..i -w -apt, Rev.2 Page I of I
Senior Project Manager