ST0701-LR100122FIELD DENSITY TEST REPORT
Report Number: 94091 194.0024 Irerracan
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 01/22/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
PaCTRISt Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information
Mat. Proctor
No. Ref. No.
1 9409.1 193.00.55
Field Test Data
Classification and Description
Dark gray clay (lime treated)
Test
No. Test Location
Laboratory
Test Method
ASTM D698
Probe Wet
Lift / Mat. Depth Density
Elev. No. (in) (pcf)
Lab Test Data
Project Requirements
Optimum
Max. Lab
Water
Dry Unit
Water
Minimum
Content
Weight
Content
Compaction
( % )
(pcf)
( %)
( %)
38.2
79.1
-2/ +4
95
Water
Water
Dry Unit
Percent
Content
Content
Weight
Compaction
(Pc')
( %)
(pef)
( %)
Paving, Southwestern Blvd., Eastbound
31 Sta. 8+00 FG 1 6 106.4 28.6 36.8 77.8 98
32 Sta. 10 +00 FG 1 6 108.3 29.8 38.0 78.5 99
33 Sta. 12 +00 FG 1 6 108.9 29.5 37.1 79.4 100
Datum: FG = final grade Gauge ID: 39547
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 mat;rial moisture
condition.
Terracon Rep.: Francisco J. Morillo
Reported To: Superintendent
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX Reviewed By: z 0
(1) City of' Coppcu TX (2) HnlrrAssoc Inc Eric J. Cleveland, P.E.
(1) Lacy Consauction Senior Project Manager
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.
cn0007, 4 -30-0 it-.2 Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0067 1 lel I cJLun
Service Date: 01/14/10 8901 Carpenter Frwy.
Report Date: 01/22/10 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
Sample Date:
01/14/10
Sample Time:
0955
Sampled By:
Christopher P. Moran
Mix ID: DCSOHSO4
Weather Conditions:
Overcast, light
breeze
Supplier: Redi -Mix
Accumulative Yards:
10
Batch Size (cy):
10
Batch Time: 0916 Plant:
136
Placement Method:
Pump
Truck No.: 1 192 Ticket No.:
25154810
Water Added Before (gal):
15
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 13 +85
Test Result
Specification
Placement Location:
Bridge Deck, east Bound, Sta.
13 +56 to
Slump (in): 5
3 -5
Sta. 14 +05
Air Content (' %o): 6.0
3 -6
Concrete Temp. (F): 57
Ambient Temp. (F): 50
Plastic Unit Wt. (pcf): 146.1
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
01/15/10
01/18/10 4
110,400
3,910
4
1 2 6.00 28.27
01115110
01/21/10 7
136,420
4,830
2
1 3 6.00 28.27
01115110
01/28/10 14
1 4 6.00 28.27
01/15/10
02/11/10 28
1 5 6.00 28.27
01/15/10
02/11/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location4 perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0900
Reported To: Finished: 1430
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(I) City of Coppell Tx (2) Halff Assoc Inc Eric F Clev land, P.E.
(I) Lncy Constriction (1) PncTnist Pncific Renity 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.
cltutwl. 5.21.0 Re'3 Page I of
REINFORCING STEEL OBSERVATIONS REPORT Irerracon
Report Number: 94091193.0069
Service Date: 01 /20/10 8901 Carpenter Frwy.
Report Date: 01/22/10 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
Proiect Number: 94091193
PROJECT DATA
Drawings Utilized: SC1.2
Locations /Items Observed: Bridge Deck, East Bound, Sta. 14.02 to Sta. 14 +47
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Bar Length and Shape
X
Column Tie Spacing & Type
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
Bar Grade
X
Properly Tied
X
Welded Splices
Rebar Clean
X
Dowel Bars In Place
X
Mechanical Splices
Trash & Debris Removed
X
Proper Bar Supports
X
Lapped Splices
X
Number of Bars
X
Proper Cover /Clearance
X
Discrepancies /Comments:
No discrepancies were noted at the time of this observation.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Christopher P. Moran
Reported To: Teroy
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell Tx (1) City of Coppell TX
(1) City o r Coppel l 'f N (2) Ha l ff Assoc Inc
(1) Lacy C onslructiun (1) PacTrusl Pacific Realty Associates
LP
Reviewed By:
Eric J. C veland, P.E.
Senior P /Oject Manager
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 I of I
Sa
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0016 Irerracan
Service Date: 01/15110 8901 Carpenter Frwy.
Report Date: 01/22/10 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
PacTfUSt 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
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1439 Plant: 7
Truck No.: 1076 Ticket No.: 7213881
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct)
Result Specification
2 1/2
3.6
60
54
148.7
Laboratory Test Data
Sample Date:
01115110 Sample Time: 1523
Sampled By:
Barry Cuble
Weather Conditions:
Cloudy, light breeze
Accumulative Yards:
7 Batch Size (cy): 7
Placement Method:
Direct Discharge
Water Added Before (gal):5
6.00
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Inlet Walls and Bottom at B /l, Sta.
01/16/10
1 +04; B /3, Sta. 0 +74
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
01/16/10
01/22/10
1 2
6.00
28.27
01/16/10
01/29/10
1 3
6.00
28.27
01 /16 /10
02/12/10
1 4
6.00
28.27
01/16/10
02/12/10
Age at Maximum Compressive
Test Load Strength Fracture
(days) (lbs) (psi) Type
7 170,260 6,020 2
14
28
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast c repressive strength
samples.
Terracon Rep.: Barry Cuble Started: 1500
Reported To: Finished: 1730
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrusl Neilic Really Associates LP (1) City of Coppell TX
(1) City of Coppell 'I'X (2) Halff Assoc Inc IC . CI eV and, P.E.
(1) LacyConxunctiini Senior Projett 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 I of I
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