DR1201-LR130909 [EP-20-2013 04:02 P.01
A Texas CMT, Inc. .
Construction Materials Testing Date page
(Post-W Fax Note 7671 ∎
and Environmental Consulting To/4)RRy j fl-\t S From T&M c M T) L
Co.Dept.ENC-t�r E,ISP, co.Gt~ cb(�cocr. TN
10044-Monroe Drive • Dallas, Texas 75229 • (214) 352. phone# t '04-364 Phone#z i�6_ j�z�‘;Cl 5-7
Fax# c.?iJ[ 30Jl _�5-70 Fax# zI#'3S i' 6172
REPORT OF CONCRETE MIX OBSERVATION
Report Date: September 9, 2013 Late Concrete Placed: August 30, 2013 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 07
Contractor: ARK Contracting Services Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P259
•
Location of Placement: Row#5 18" Beam
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10J11524 Time Sample Batched: 2:20 PM
Cement: Time Sampled: 3:35 PM
Fly Ash: Sample Location: Row 5 Beam, 30' S. of N. End
Truck/Ticket No: 1383 /25719157
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: - 100°F
Fine Aggregate: Concrete Range: 96°F
Admixtures: Slump Range(inches): 3.0
Weather Conditions: Clear •
1 Time Started: 2:00 PM .
2 Time Completed: 4:45 PM
Added Water: I Sample Air Content(%): 4.2
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.in.): 3,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 25 7 9/6/13 80,680 2,850 Stand-by on site from 2:28
CV 26 3 0 28 9/27/13 PM to 3:15 PM. Waiting for
CV 27 28 9/27/13 concrete.
CV 28 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: RG
ASTM C-31,C-39,C-143 (Unless Noted
Remarks and/or Distribution: /f/f
Z3 VI.
cc: Mr. Larry Davis -City of Coppell, Phone: -314-36:,; via Fax: 972-30 70
Mr. George Marshall -City of Coppell, Ph.,e: 2-31'-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Rod Lacy - The Fain Group, Phone: 81 f2 -4 .8; via E-mail: rlacy @faingp.com .
Mr. Ernie Fields - Walter P. Moore, Phone: 21• r,0-6251; via E-mail: efields @walterpmoore.com
Mr. Mark North-ARK Contracting, Phone: 817-'78-7400; via E-mail: mnorth @arkcontractingservices.com .
.mr- _
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Texas CMT, Inc. TBPE Firm: F-4521 - Reviewed by: .� / /�
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 CMT,Inc. 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.
SEP-20-2013 04:03 P.03
Texas C : t T, Inc
Construction Ma Testing GEE Consultants, Inc.
and Environmental Consulting
10044'Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF GROUT MIX OBSERVATION
Report Date: September 9, 2013 Date Grout Placed: August 8, 2013 Standard 2'x2"Cubes
Client: City of Coppell, Texas Cube Cross-sectional Area:4.0 Square Incises
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Grout Report No.: 08
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant Lyon Premium Non-shrink Grout(50f Bags), On-site Mixer
Location of Placement: Active Anchors - Row#3
OBSERVATION DATA
Time Sample Batched: 10:15 AM
Time Sampled: 10:18 AM
Sample Location: Anchor 3M
Temperature -Ambient Range: 88°F
Temperature-Grout Range: 88°F .
Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Cloudy
Time Started: 6:30 AM 1:45 PM
Time Completed: 12:00 PM 5:00 PM
Sample Air Content(%): N.A. •
Total Cubic Yards Placed: N.A.
Required Strength(LbsJsq.in.): 5,000 psi at 7-days
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CV 43 7 8/15/13 22,440 5,610
CV 44 7 8/15/13 23,380 5,850
CV 45 N A 7 8/15/13 22,820 5,710
CV 46 28 9/5/13 27,720 6,930
CV 47 28 9/5/13 27,060 6,770
CV 48 28 9/5/13 25,660 6,420
Test Methods Utilized Fracture Regular Specimens Made By: RG
ASTM C-I09,C-39,C-1107 (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Rod Lacy - The Fain Group,Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Mr. Ernie Fields - Walter P. Moore, Phone: 214-740-6251; via E-mail: efields @walterpmoore.com
Mr. Mark North - ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com
Texas CMT, Inc. TBPE Firm: F-4521 • Reviewed by: q(0-- -----.
(2,24W
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 CMT,Inc. 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.
SEP-20-2013 04:03 P.02
C
Texas CMT, Inc.
Construction Materials Testing
GEE Consultants Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF GROUT MIX OBSERVATION
Report Date: September 9, 2013 Date Grout Placed: August 7, 2013 • Standard 2"x2"Cubes
Client: City of Coppell, Texas Cube Cross-sectional Area:4.0 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Grout Report No.: 07
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50# Bags), On-site Mixer .
Location of Placement: Active Anchors 3A, 3B, 3E
OBSERVATION DATA
Time Sample Batched: 1:47 PM
Time Sampled: 1:49 PM
Sample Location: Anchor 3B
Temperature- Ambient Range: 98°F
Temperature-Grout Range: 96°F .
Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Clear
Time Started: 7:30 AM
Time Completed: 3:15 PM
Sample Air Content(%): N.A.
Total Cubic Yards Placed: N.A.
Required Strength(Lbs./sq.in.): 5,000 psi at 7-days
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 37 7 8/14/13 32,880 8,220
CV 38 7 8/14/13 31,820 7,960
CV 39 N A 7 8/14/13 30,980 7,750
CV 40 28 9/4/13 36,480 9,120
CV 41 28 9/4/13 32,100 8,030 voids on cube surface
CV 42 28 • 9/4/13 36,120 9,030
Test Methods Utilized Fracture Regular Specimens Made By: MR
ASTM C-109, C-39, C-1107 _ (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Larry Davis -City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall- City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Rod Lacy -The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Mr. Ernie Fields - Walter P. Moore, Phone: 214-740-6251;via E-mail: efieids @walterpmoore.com
Mr. Mark North-ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com
Reviewed b : aggde-e--------.
Texas CMT, Inc. TBPE Firm: F-4521 Y
All letters and reports arc for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT.inc. 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.
SEP-20-2013 04:03 P.04
texas CMT, Inc.
•
Construction Materials Testing
GEE Consultants, Inc.
and Environmental Consulting
10044•Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
•
REPORT OF GROUT MIX OBSERVATION
Report Date: September 9, 2013 Date Grout Placed: August 9, 2013 Standard 2"x2"Cubes
Client: City of Coppell, Texas Cube Cross-sectional Area: 4.0 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Grout Report No.: 09
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50# Bags), On-site Mixer
Location of Placement: Active Anchors-Row#3
OBSERVATION DATA
Time Sample Batched: 10:45 AM
Time Sampled: 10:47 AM
Sample Location: Anchor 3Q •
Temperature-Ambient Range: 88°F
Temperature-Grout Range: 95°F •
Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Cloudy
Time Started: 6:30 AM
Time Completed: 5:15 PM
Sample Air Content(%): N.A.
Total Cubic Yards Placed: N.A.
Required Strength(Lbs./sq.in.): 5,000 psi at 7-days
Specimen Measured Age. Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 49 7 8/16/13 28,100 7,030
CV 50 7 8/16/13 24,200 6,050
CV 51 N A 7 8/16/13 29,600 7,400
CV 52 28 9/6/13 24,900 6,230 Started Cubes setting 52 &on
had 53
CV 53 28 9/6/13 25,060 6,270 rough uneven surfaces.
CV 54 28 9/6/13 _ 30,900 7,730
Test Methods Utilized Fracture Regular Specimens Made By: RG
ASTM C-109,C-39,C-1107 (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Larry Davis- City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Rod Lacy- The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Mr. Ernie Fields - Walter P. Moore, Phone: 214-740-6251; via E-mail: efields @walterpmoore.com
Mr. Mark North- ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com
0 Reviewed b / /���
Texas CMT, Inc. TBPE Firm: F-4521 Y�
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 CMT,Inc. 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.
SEP-20-2013 04:04 P.05
C
A/A
Texs CMT, Inca
•
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
•
REPORT OF GROUT MIX OBSERVATION
Report Date: September 9, 2013 Date Grout Placed: August 12, 2013 Standard 2"x2"Cubes
Client: City of Coppell, Texas Cube Cross-sectional Area:4.0 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Grout Report No.: 10
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50#Bags), On-site Mixer .
Location of Placement: Active Anchors-Row#3
OBSERVATION DATA
Time Sample Batched: 10:27 AM
Time Sampled: 10:29 AM
Sample Location: Anchor 3AB
Temperature-Ambient Range: 86°F
Temperature-Grout Range: 90°F
Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Partly Cloudy
Time Started: 7:00 AM
Time Completed: 5:45 PM
Sample Air Content(%): N.A.
Total Cubic Yards Placed: N.A. •
Required Strength(Lbs./sq.in.): 5,000 psi at 7-days
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) -
CV 55 7 8/19/13 29,500 7,380 Voids in 55 to 57.
CV 56 7 8/19/13 30,180 7,550
CV 57 N A 7 8/19/13 29,220 7,310
CV 58 28 9/9/13 33,420 8,360 Started setting up on
CV 59 28 9/9/13 34,220 8,560 completion of molding
CV 60 28 9/9/13 33,820 8,460 of 59 & 60.
Test Methods Utilized Fracture Regular Specimens Made By: RG
ASTM C-109, C-39,C-1107 (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Larry Davis -City of Coppell, Phone: 972-304-3684;via Fax: 972-304-3570 .
Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Rod Lacy- The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Mr. Ernie Fields -Walter P. Moore, Phone: 214-740-6251; via E-mail: efields @walterpmoore.com •
Mr. Mark North -ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com •
OP- C/ / /
Texas CMT, Inc. _ TBPE Finn: F-4521 Reviewed b : a
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 CMT,Inc. 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.
SEP-20-2013 04:04 P.06
C
ILYA
Tex4 s C .'\ 1 T9 Inc.
Construction Materials Testing GEE CoflSultafltS, Inc.
and Environmental Consulting
10044'Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF GROUT MIX OBSERVATION
Report Date: September 9, 2013 Date Grout Placed: August 24, 2013 - Standard 2"x2"Cubes
Client: City of Coppell, Texas Cube Cross-sectional Area:4.0 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Grout Report No.: 12
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50# Bags), On-site Mixer
Location of Placement: Active Anchors - Row#5
OBSERVATION DATA
Time Sample Batched: 9:58 AM
Time Sampled: 10:00 AM
Sample Location: Anchor 5K
Temperature- Ambient Range: 90°F
Temperature- Grout Range: 93°F
Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Clear
Time Started: 6:45 AM
Time Completed: 4:00 PM `
Sample Air Content(%): N.A. •
Total Cubic Yards Placed: N.A. •
Required Strength(Lbsisq.in.): 5,000 psi at 7-days
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) . •
CV 67 7 8/31/13 27,580 6,900
CV 68 7 8/31/13 27,360 6,840 _
CV 69 N A 7 8/31/13 28,280 7,070
CV 70 28 9/21/13
CV 71 28 9/21/13
CV 72 28 9/21/13
Test Methods Utilized Fracture Regular Specimens Made By: MR
ASTM C-109, C-39, C-1107 (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Rod Lacy - The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Mr. Ernie Fields - Walter P. Moore, Phone: 214-740-6251; via E-mail: efields @walterpmoore.com •
Mr. Mark North-ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 0?-114------
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 CMT,Inc. 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_
SEP-20-2013 04:04 P.07
c
AllrA
tx
Texas CMT, Inc.
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF GROUT MIX OBSERVATION
Report Date: September 9, 2013 Date Grout Placed: August 26, 2013 Standard 2"x2"Cubes
Client: City of Coppell, Texas Cube Cross-sectional Area:4.0 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Grout Report No.: 13
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50#Bags), On-site Mixer .
Location of Placement: Active Anchors - Row#5 - W. End
OBSERVATION DATA
Time Sample Batched: 1:23 PM
Time Sampled: 1:25 PM
Sample Location: Anchor 5T
Temperature-Ambient Range: 97°F
Temperature-Grout Range: 1.04°F -
Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Partly Cloudy •
Time Started: 7:00 AM
Time Completed: 4:00 PM •
Sample Air Content(%): N.A.
Total Cubic Yards Placed: N.A.
Required Strength(Lbs./sq.in.): 5,000 psi at 7-days
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CV 73 8 9/3/13 25,700 6,430 Cubes exhibit slight cold
CV 74 8 9/3/13 25,740 6,440 joint between layers 1 & .
CV 75 N A 8 9/3/13 28,140 7,040 2
CV 76 28 9/23/13
CV 77 28 9/23/13
CV 78 28 9/23/13
Test Methods Utilized Fracture Regular Specimens Made By: RG
ASTM C-109,C-39, C-1107 , (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Larry Davis - City of Coppell,Phone: 972-304-3684; via Fax: 972-304-3570 .
Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Rod Lacy - The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Mr. Ernie Fields- Walter P. Moore, Phone: 214-740-6251; via E-mail: efields @walterpmoore.com
Mr. Mark North - ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: •
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 CMT,Inc. 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.
SEP-20-2013 04:04 P.08
Texas C `� T, Inc.
AT& � Consultants Inc.
GEE ,
and Environmental Consulting
10044-Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.27 (213-0134) Method:ASTM D6938 D698 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Density Moisture
Project: Creekview Drive Roadway (LbsJcu.ft.) Content
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 22.9
Test Date:September 4,2013 10:30 AM 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:September 9,2013 3. Dark Brown Clay 99.5 22.9
4. Brown,Tan and Yellowish 97.9 23.7
Required Density(%):Min.95% Brown Clay
S. Dark Brown Clayey Sand with 116.4 12.5
Required Moisture(%): Dark Gray Shale Fragments
Clays:OMC+0 to+4%; 6. Dark Gray Gravelly Clay with 108.2 17.1
Sand and/or Select Fill: OMC-3 to+3% Shale Fragments
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place • Percent
No. Depth Dry Density Moisture Compaction
(inches ) (Lbs/Cu.Ft.) Content(%) (%) .
66 4 8 Row#5 Backfill, In Lift,30'E.of W. End 93.5 22.8 95.5 ,
67 6 8 Row#5 Backfill,2`a Lift, 15'E.of W.End 112.9 16.3 104.3 _
Test results meet project specifications
cc: Mr. Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail: gMarshall@coppelltx.gov
Mr. Rod Lacy-The Fain Group,Phone: 817-927-4388;via E-mail:rlacy @faingp.com
Mr.Ernie Fields-Walter P.Moore,Phone:214-740-6251;via E-mail:efields @walterpmoore.com
Mr.Mark North-ARK Contracting,Phone:817-478-7400;via E-mail:mnorth @arkcontractingservices.eom
Texas CMT,Inc. TBPE Firm: F-4521
Reviewed by:
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 CMT,Inc. 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.
SEP-20-2013 04:05 P.09
C
Tex s C T9 Inc.
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044'Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352.6972 • www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.28 (213-0134) Method:ASTM D6938 D698 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Density Moisture
Project: Creekview Drive Roadway (Lbs./cu.ft.) Content
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 22.9
Test Date:September 4,2013 1:00 PM 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:September 9,2013 3. Dark Brown Clay 99.5 22.9
4. Brown,Tan and Yellowish 97.9 23.7 .
Required Density(%):Min.95% Brown Clay
5. Dark Brown Clayey Sand with 116.4 12.5
Required Moisture(%); Dark Gray Shale Fragments
Clays:OMC+0 to+4%; 6. Dark Gray Gravelly Clay with 108.2 17.1
Sand and/or Select Fill:OMC-3 to+3% Shale Fragments .
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place - Percent
No. Depth Dry Density Moisture Compaction •
(inches) (Lbs/Cu.Ft.) Content(%) (%)
68 6 6 Row#5 Backfill,3rd(Final)Lift, 15'E. of 103.5 15.8 95.7
W.End
Test results meet project specifications .
cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail: gMarshall @coppelltx.gov
Mr. Rod Lacy-The Fain Group,Phone: 817-927-4388;via E-mail:rlacy @faingp.com
Mr. Ernie Fields -Walter P.Moore,Phone:214-740-6251;via E-mail:efields @walterpmoore.com
Mr. Mark North-ARK Contracting,Phone: 817-478-7400;via E-mail:mnorth @arkcontractingservices.com
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed b
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 CMT,Inc. The a 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.
SEP-20-2013 04:05 P.10
AyAk
Texas C -\ ! T, Inc
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044'Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.29 (213-0134) Method:ASTM D6938 D698 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Density Moisture
Project: Creekview Drive Roadway (Lbs./cu.ft.) Content
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 22.9
Test Date:September 5,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:September 9,2013 3. Dark Brown Clay 99.5 22.9
4. Brown,Tan and Yellowish 97.9 23.7
Required Density(%):Min.95% Brown Clay
5. Dark Brown Clayey Sand with 116.4 12.5
Required Moisture(°A): Dark Gray Shale Fragments
Clays:OMC+0 to+4%; 6. Dark Gray Gravelly Clay with 108.2 17.1
Sand and/or Select Fill:OMC-3 to+3% Shale Fragments •
•
Test No. Material' Probe Location/Elevation(and/or)Lift In-Place In-Place • Percent
No. Depth Dry Density Moisture Compaction •
(inches) (Lbs/Cu.Ft.) Content(%) (%)
69 4 6 Row#6 Backfill, 1"Lift, 15'E.of W.End 101.3 20.2 103.5
•
70 6 8 Row#6 Backfill,2^d Lift,23'E.of W.End 102.8 16.0 95.0
71 6 8 Row#6 Backfill,Existing Grade,110'E.of 112.1 16.3 103.6
W.End
72 6 8 Row#6 Backfill,2°d Lift,6'W.of E.End 111.8 18.5 103.3
73 5 8 Row#6 Backfill, 1'Lift, 1'W.of E.End 120.4 15.1 103.4
Test results meet project specifications
cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570
Mr. George Marshall-City of Coppell,Phone:972-304-3562;via E-mail: gMarshall@coppelltx.gov
Mr.Rod Lacy-The Fain Group,Phone: 817-927-4388;via E-mail:rlacy @faingp.com
Mr.Ernie Fields-Walter P.Moore,Phone:214-740-6251;via E-mail:efields@walterpmoore.com
Mr.Mark North-ARK Contracting,Phone: 817-478-7400;via E-mail: mnorth @arkcontractingservices.com
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by:
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 CMT,Inc. 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.
SEP-20-2013 04:05 P.11
•
C
AyA Tex . s CMT, I
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044'Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.30 (213-0134) Method:ASTM D6938 D698 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Density Moisture
Project: Creekview Drive Roadway (Lbs./cu.ft.) Content
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 22.9
Test Date: September 6,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date: September 9,2013 3. Dark Brown Clay 99.5 22.9
4. Brown,Tan and Yellowish 97.9 23.7
Required Density(%):Min.95% Brown Clay
5. Dark Brown Clayey Sand with 116.4 12.5
Required Moisture(%): Dark Gray Shale Fragments
Clays:OMC+0 to+4%; 6. Dark Gray Gravelly Clay with 108.2 17.1
Sand and/or Select Fill:OMC-3 to+3% Shale Fragments .
•
•
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent
•
No. Depth Dry Density Moisture Compaction
(inches) (Lbs/Cu.Ft.) Content(%) (%)
74 5 8 Row#6 Backfill,Final Lift, 105'E.of W. 119.0 14.3 102.2
End
75 5 8 Row#6 BackfiIl,Final Lift,8'W.of E. 116.7 13.7 100.3
End
Test results meet project specifications
cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax: 972-304-3570
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail: gMarshall @coppelltx.gov
Mr.Rod Lacy-The Fain Group,Phone: 817-927-4388;via E-mail:rlacy @faingp.com
Mr.Ernie Fields-Walter P.Moore,Phone:214-740-6251;via E-mail:efields @walterpmoore.com
Mr.Mark North-ARK Contracting,Phone: 817-478-7400;via E-mail:mnorth @arkcontractingservices.com
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by:
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 CMT,Inc. The use of o 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.
SEP-20-2013 04:05 P.12
A
Al FA Texas CMII Inc.
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
ANCHOR OBSERVATION REPORT
Report Date: September 9,2013 Observation Date: September 6,2013
Client: City of Coppell Report No. 15
Project: Creekview Drive Roadway Improvements,Coppell,TX 75019
Identification: Active Anchor Drilling Project Number: 213-0134 ,
Method of Test: Visual Observation Page: 1 of 1
Anchor Depth to
Shaft Required Actual Total Bearing Casing Remarks
No' Size Bearing Remarks Penetration Depth Material Depth
Location Strata .
7A 10" 25'* 15' 25' 50' Dark Gray Shale N.A. Water
7B 10" 30' 15' 20' 50' Dark Gray Shale N.A. Water
7C 10" 25'** 15' 25' 50' Dark Gray Shale N.A. Water -
7D 10" 25' 15' 25' • 50' Dark Gray Shale N.A. Dry
7E 10" 20' 15' 25' 45' Dark Gray Shale N.A. Water .
—
7F 10" 22' 15' 23' 45' Dark Gray Shale N.A. Dry -
7G 10" 23' 15' 22' 45' Dark Gray Shale N.A. Dry
7H 10" 25' 15' 20' 45' Dark Gray Shale N.A. Dry
Notes:
* Drilled prior to lab tech arrival at site.
** Drilled while casting test cubes.
cc: Mr.Larry Davis-City of Coppell,Phone: 972-304-3684;via Fax:972-304-3570
Mr.George Marshall-City of Coppell,Phone: 972-304-3562;via E-mail:gMarshall @coppelltx.gov
Mr.Rod Lacy-The Fain Group,Phone: 817-927-4388;via E-mail:rlacy @faingp.com
Mr.Ernie Fields-Walter P.Moore,Phone:214-740-6251;via E-mail: efields @walterpmoore.com
Mr.Mark North-ARK Contracting,Phone: 817-478-7400;via E-mail:mnorth @arkcontractingservices.com
•
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed b :
AB 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 CMT,Inc. The use o 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.
TOTAL P. 12