ST9905DR-LR060214T
Construction Materials Testing
and Environmental Consulting
`I'ex~s C °~'9 Inca
10044 Monroe Drive Dallas, Texas 75229 (214) 352-695? Fax (214) 352.6972 www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: February 14, 2006
client: City of Coppell
Sample Date: February 9, 2006
Project: Bethel Road I Drainage Project
Phase A (ST 99-OS)
[dentification: Moisture Density Relationship
Test Procedure: ASTM D698
Project No: 2U5-U2UZ
Moisture Report No. 1
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 17.8 percent
Maximum Density ......................................... 104.1 pounds per cubic foot
Ratnmer Type .............................................Automatic
Material Description .......................................Brown Sandy Clay
Material Origin ........................................... Stockpile
Moisture Preparation Procedure ..............................Air Dry
Liquid Limit .............................................41
Plastic Limit .............................................13
Plasticit;~ Inaex ........................................... 28
Percent Passing No. 200 U.S. Sieve ........................... 73
Technician: AT
cc: Ms. Suzan C. Taylor -City of Coppell
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our letters and reports apply
unh to the sample tested and/or observed, and are not necessarily indicative of the quantities of apparently identical or similar products.
T
Construction Materials Testing
and Environmental Consulting
'T'exas CI~rI°, I~c~
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: February 14, 2006
Client: City of Coppell
Sample Date: February 9, 2006
Project: Bethel Road I Drainage Project
Phase A (ST 99-OS)
Identification: Moisture Density Relationship
Tr.ct Procedure: ASTM D698
Project No: 205-0202
Moisture Report No. 2
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 18.2 percent
Maximum Density ......................................... 105.0 pounds per cubic foot
Rammer Type .............................................Automatic
Material Description .......................................Tan Sandy Clay
Material Origin ...........................................Stockpile
Moisture Preparation Procedure ..............................Air Dry
Liquid Limit .............................................40
Plastic Limit ............................................. 14
Plasticity Index ... . ....................................... 26
Percent Passing No. 200 U.S. Sieve ........................... 80
Technician: AT
cc: Ms. Suzan C. Taylor -City of Coppell
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our letters and reports apply
only to the sample tested and/or observed, and are not necessarily indicative of the quantities of apparently identical or similar products.
T'
Construction Materials Testing
and Environmental Consulting
Texas CI~T°, ~ncv
10044 Monroe Drive Dallas, Texas 75229 (214) 352.6957 Fax (214) 352.6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: February 14, 2006 Date Concrete Placed: January 20, 2006
Ghent: City of Coppell
I're~ecr Bethel Road I Drainage Project ~~ Beam Report No.: 2
Phase A (ST 99-OS) `~J~~,~?j
contractor: Project Number: 205-0202
Concrete Supplier and Plant: LMC #7
Location of Placement: CU~Verl deck
MATERIALS S°uree, SSDE.tehWta. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1851 Time Sample Batched: 12:00 pm
Ply Ash: Time Sampled: 12:41 pm
Sample Location: 40' N. & 25' E. of NE corner of existing culvert
Coarse Aggregate: Truck/Ticket No: 956/7160456
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 66°F
;~dmixuires: Concrete Range: 66°F
Slump Range (inches): 6"
I Weather Conditions: Cleaz
Time Started: 11:30 am
Added Water: 0 gallons Time Completed: 02:30 pm
lhtit Weight: Sample Air Content (%): 4%
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 425 @ 4 days; 625 @ 28 days
Beam Size in.
l L
d
T
ture
M
d
l
s of Ru
Specimen Measured Age Date oa
ota u
u
p
o Remarks
Number Slump (in.) (Days) Tested De th Width (LbsJ (Lbs./Sq.In.)
BE'T 5 4 O1i24/U6 6.10 6.00 6810 X60
BET 6 28 02/09/06 6.10 6.00 7625 625
BET 7 6 28 02/09/06 6.10 6.00 7747 635
BET 8 H HOLD
-rest Methods utilized Frac[u7e Regular Beams Made By: MR
ASTM C-31,C-78,C-143 (Unless Noted Otherwise
Remarks and/or Distribution:
cc: Ms. Suzan C. Taylor -City of Coppell
'T'exas C'NT Inc Reviewed by x ~I
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas GMT, Inc. The use of our name must receive our
approval. Our letters and reports apply only to the sample tested andlor observed and are not necessarily indicative of the quantities of apparently identical or similar products.
~[°~X~S ~~~9 ~~~v
T
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client.
Project:
Contractor
Concrete Supplier and Plant:
Location of Placement:
MATERIALS
February 14, 2006
City of Coppell
Bethel Road I Drainage Project
Phase A (ST 99-OS)
JNConstruction
LMC3
Bottom slab
Date Concrete Placed: January 17, 2005
`~~ ~°ti~
s°urceJ SSD 9atch wta. OBSERVATION DATA
Description (Lbs/CuYd)
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 10
Project No.:205-0202
\4ix Number: 1701 Time Sample Batched:
Cement: Time Sampled:
Sample Location:
I~h- Ash:
- Truck/I'icket No:
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range:
Fine Aggregate: Concrete Range:
Slump Range (inches):
Admixtures: Weather Conditions:
1 Time Started:
2 Time Completed:
Added Water: ] 0 gallons Sample Air Content (%):
Total Cubic Yards Placed:
Remtired Streneth (t,hs./sa.in.l:
12:23 pm
01:16 pm
40' E. & 12' S. of NE corner of existing box culvert
975/320755(
45°F
54°F
5"
Clear
12:00 pm
03:00 pm
5%
20
3600
Specimen
Number Measured
Slum in.) Age
Da s Date
Tested Total Load
Lbs. Compressive Strength
bs./S .In. Remarks
BET 37 7 01/24/06 99,040 3,500
BET 38 28 02/14/06 135,600 4,800
BET 39 5 28 02/14/06 120,060 4,250
BET 40 H HOLD __
Test Methods Utilized Fracture Regular
Cylinders Made By: MR
ASTM C-31,C-39,C-143 Unless Noted Otherwise
Remarks and/or Distribution:
cc: Ms. Suzan C. Taylor -City of Coppell
Texas CMT, Inc. Reviewed
v
All letters and reports arc for the exclusive use of the client to whom they are addressed and shall not be reproduced widaut the full approval of Texas CMTs, Inc. The use or our name must receive our prior written approval. Our letters and rcpons apph
only [o the sample tested and!°r observed and are not necessarih" indicative of the quantities of apparendy identical or similar products.
T
Construction Materials Testing
and Environmental Consulting
`texas C T, I~cv
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: February 14, 2006 Date Concrete Placed: February 9, 2006
cheer. City of Coppell
:'ro,ect. Bethel Rca>a I Drainage Project Beam ReportNo.: 4
Phase A (ST 99-OS)
Contractor: Project Number: 205-0202
Concrete Supplier and Plant: LMC #3
Location of Placement: Dock - bOX CU1Ve1't
MATERIALS sourcer SSDBatchwta. OBSERVATION DATA
Description (LbslCuYd)
IVlix Number 1851 Time Sample Batched: 12:26 pm
Fly Ash: Time Sampled: 01:05 pm
Sample Location: 70' S. & 10' E. from NE corner of Bethal &
Coarse Aggregate: Free ort
P
Intermediate Aggregate: TrucklTicketNo: 830/3208742
Dine Aggregate: Temperature:
Admixnlres: Ambient Range: 60°F
Concrete Range: 65°F
1
Slump Range (inches):
5%i'
Weather Conditions: Clear
;added Water: 0 gallons Time Started: 11:30 am
Unit Weight. Time Completed: 03:00 pm
Sample Air Content (%): 3.5%
Total Cubic Yards Placed: 30
Required Strength (Lbs./sq.in.): 425 @ 4 days; 625 a 28 days
Beam Size in.)
l L
d
T
s of Ru
ture
M
d
l
Specimen Measured Age Date oa
ota p
o
u
u Remarks
Number Slump (ia) (Days) Tested De th Width ft-bs-) (1-bs.~Sq.ln.)
BET 13 4 02/13/06 6.10 6.10 6494 515
BET 14 28 03/09/06
5,~2„
BET l5 28 03/09/06
BET 16 H HOLD
Test ~1ethods Utilized Fractu7e Regular Beams Made By: 1G
ASTM C-3 LG78.G 143 (lJnless Noted Otherwise) _____
Remarks and~or Distribution:
cc: Ms. Suzan C. Taylor - City of Coppell
"Texas ('MT [nc Reviewed by u ~
All letters and reports are for the exclusive use of the client to whom they are addressed end shall not be reproduced wrthou[ the full approval of Texas I
approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities
L
The use of our name must receive our prior written
[ly identical or similar products.
T
Construction Materials Testing
and Environmental Consulting
`T'exas CI~°~', Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352.6957 Fax (214) 352-6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report vale: February 14, 2006 Date Concrete Placed: February 6, 2005 Standard 6"x 12"
Client City of Coppell Area 28.27 Square Incites
I'ro~ect: Bethel Road l Drainage Project Concrete Report No.: l6
Phase A (ST 99-OS)
Contractor. JN CoristruCtiori Project No.: 205-0202
Concrete Supplier and Plan t: L)V1C 7
I .ovation of Placement: BOX Cu1Vet'1 Wa11S
MATERIALS Sonroe/ SSDBatchWts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number- 1701 Time Sample Batched: 02:30 pm
Cement Time Sampled: 03:10 pm
Sample Location: Center walls - 100' N. of center of box cul~~crl
f-I~ Ash:
- Truck/I'icket No: 947/7160973
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 56°F
Pine Aggregate: Concrete Range: 61 °F
Slump Range (inches): 4/.
Admixtures: Weather Conditions: Clear
I Time Started: 01:00 pm
2 Time Completed: 05:00 pm
Added Water: 0 gallons Sample Air Content (%): 4.25%
Total Cubic Yazds Placed: 10
Rrnnired .Ctrenath (i.hc /sn in 1• 'i6(10
Specimen
tiumber Measured
Slum in. Age
a s Date
Tested Tots) Load
Lbs. Compressive Strength
lbs./S .In. Remarks
BET 61 7 02/13/06 106,000 3,750
BET 62 28 03/06/06
BET 63 4,~~„ 28 03/06/06
BET 64 H HOLD
test Methods Utilized Fracture Regular Cylinders Made By: AS
\STM ('-31,C-39,C-143 Unless Noted Otherwise
Remarks and/or Distribution:
cc: Ms. Suzan C. Taylor -City of Coppell
Texas CMT Inc. Reviewed by: \ ~J
c
-\I I leucrs anJ reports arc for the exclusive use of the client to whom they are addressed and shall not be reproduced xithout the full approval of Teas CMTs, Inc. The use of our name must receive our prior written approval. Our letters anJ mporis apl;h
onW to the sample tested and/or observed and are not trecessarily indicative of the quantities of apparently identical or similar products.