ST0501-LR120613 JUN-14-2012 01:27 P.01
A-.
Texas CInc.
Construction Materials Testing I Pas#-it®Fax Note 671 Date pages '
and Environmental Consulting To I I s .y & . ° From -�t8 xas e r", T
A
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Co./Dept.j �
mCo. & ' co /.
10044 Monroe Drive • Dallas, Texas 75229 • (214) 35 72..3 `
• Phone#fl 4.34 Phone It•2 14,352,4 ei 5-7
. Fax# p7�304! i57o Fax#214,352.6,7
REPORT OF CONCRETE MIX OBSERVATION
Report Date: June 13, 2012 Date Concrete Placed: May 2, 2012 Standard 6"x12"Cylinders
Client: City of Coppell aylin.-r Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No 20
Contractor: California Construction Project No.: ST-05-01
Concrete Supplier and Plant: Redi-Mix Concrete /P136
Location of Placement: Retaining Wall Footing from Sta. 9+83 to 8+86
MATERIALS Source / SSD Batch Wts. OBSERVATION I A A
Description (Lbs/CuYd)
Mix Number: I0L11504 Time Sample Batched: 12:20 PM
Cement: Time Sampled: 1:15 PM
Fly Ash: 1 Sample Location: Sta. 9+40
Coarse Aggregate: `
1 I it,
ck/Ticket No: 1186/25465120
emperature:
Intermediate Aggregate: ZV i Ambient Range: 80°F
Fine Aggregate: 1 Concrete Rang: 82°F
Admixtures: t Stump Range(inches): 5.25
1 Weather Conditions: Cloudy -
Time Started: 8:30 AM 11:30 AM
2 Time Completed: 10:30 AM 2:30 PM
Added Water: 10 Gallons Sample Air Content(%): 5.5
Total Cubic Yards Placed: 20
Required_ Strength(Lbs./sq.'s .): 3,600
Specimen Measured Age Date Total Load Compressive Stre gth Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 77 7 5/9/12 114,180 4,040
DFR78 28 5/30/12 139,680 '4
DFR 79 5.25 28 5/30/12 136,920
DFR 80 H Hold go�
Test Methods Utilized Fracture Regular
ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By RG
Remarks and/or Distribution:
cc: Mr. Larry Davis City of Coppell, Phone: 9 2 . > e 8,; via Fax: 972-304-3570
Mr. George Marshall -City of Coppell, Philp. ' 72-304-3562; via E-mail: gMarshal @coppelltx.gov
Mr. Dan DeGroot- Burgess & Niple, Inc., I' on.: 972-620-1255; via E-mail: Dan.OeGroot@BurgessNiple.com
Mr. Robert Caudill -Tiseo Paving Company, Pho •: 972-289-0723; via E-mail: rCa dill @TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Booby @CalConTex.com
a4.. ,AL________
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 app•val 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 o i the quantities of apparently identical or similar products.
JUN-14-2012 01:27 P.02
.4 ` ,
AVA 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 CONCRETE MIX OBSERVATION
Report Date: June 13, 2012 Date Concrete Placed: May 4, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 22
Contractor: California Construction Project No.: ST-05-01
Concrete Supplier and Plant: Redi-Mix Concrete/P259
Location of Placement: Stem Wall from Sta.19+86 to 19+54
MATERIAL S Source/ SSD Batch Wts. OBSERVATION DATA
'� Description (Lbs/CuYd)
Mix Number: 10L11602 Time Sample Batched: 11:30 AM
. Cement: Time Sampled: 1:00 PM
Fly Ash: Sample Location: Sta. 19+70
Truck/Ticket No: 1287/25466657
e Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 88°F
Fine Aggregate: Concrete Range. 83°F
Admixtures: Slump Range(inches): 3.75 •
i Weather Conditions: Partly Cloudy --
Time Started: 8:30 AM 11:30 AM
2 Time Completed: 10:30 AM . 2:45 PM
Added Water: 8 Gallons Sample Air Content(%): 3.0
a Total Cubic Yards Placed: 8
•
1.! Strength(Lbs./sq.in.): 3,600
pecime' Measured Age Date Total Load Compressive Strength
lir Numbe>x Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) Remarks
• DFR 85 7 5/11/12 119,340 4
DFR 86 28 6/1/12 139,560 4 •
3.75
DFR 87 28 6/1/12 147,640 ,220
DFR 88 H Hold
4
Test Methods Utilized Fracture Regular
ASTM C-3I, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: RG
Remarks and/or Distribution: Tail end slump on arrival measured at 5.75". Contractor added 8 gallons and tail end slump was then 6.75". 3.75" slump was measured
after 2.5 cy placed from 1:00pm sampling.. As a result concrete truck was re-located to a flatter place,re-mixed and slump in truck increased.
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. Dan DeGroot - Burgess &Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
Mr. Robert Caudill- Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudiIlTiseoPaving.com
Mr. Walter Mitchell -Tiseo Paving Company, via E-mail: barnobas@yahoo.com
Mr. Bobby Bounds- California Construction, Phone: 972-670-0368; via E-mail: Bobby@CalConTex.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: C7),1,11 .
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 o'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.
JUN-14-2012 01:28 P.03
.• A i
. Texas CMT, Inc.
Construed Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (2".4) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: June 13, 2012 Date Concrete Placed: May 7, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 23
Contractor: California Construction Project No.:ST-05-01
Concrete Supplier and Plant: Redi-Mix Concrete/P259
Location of Placement: Wall Footing from Sta.16+84 to 17+80
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11504 Time Sample Batched: 1:41 PM
Cement: Time Sampled: 2:25 PM
Fly Ash: Sample Location: Sta. 17+32
Truck/Ticket No: 1321 /25467737
Coarse Aggregate: Temperature:
•Intermediate Aggregate: Ambient Range,: 88°F
Fine Aggregate: Concrete Range: 87°F
Admixtures: Slump Range(inches): 5.5 •
•
Weather Conditions: Partly Cloudy.
i Time Started: 12:30 PM
2 Time Completed: 4:15 PM
Added Water: 10 Gallons Sample Air Content(%): 3.6
Total Cubic Yards Placed: 20
Required Strength(Lbs./sq.'n.): 3,600
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 89 7 5/14/12 107,600 3
DFR 90 28 6/4/12 153,600 5
DFR 91 5.5 5 28 6/4/12 151,380 5,350
DFR 92 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: RG
ASTM C-31,C-39, C-143 (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
r. Dan DeGroot- Burgess&Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeG'oot @BurgessNiple.com
Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill @TiseoPaving.com
r. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
Mr. Bobby Bounds -California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com
r2:-Lfek_____
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.
JUN-14-2012 01:28 P.04
li
A i
Texas CMT, Inc.
4Co_ ction Materials Testing GEE Consultants, Inc.
. _` nvironmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: June 13, 2012 Date Concrete Placed: May 8, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 24
Contractor: California Construction Project No.: ST-05-01
Concrete Supplier and Plant: Redi-Mix Concrete /P259
Location of Placement: Stem Wall from 19+54 to 19+21
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Numb : 10L11602 Time Sample Batched: 11:44 AM
Cement: Time Sampled: 12:50 PM
Fly Ash: Sample Location: Sta. 19+40
Truck/Ticket No: 1237/25468099
Coarse Aggregate: Temperature:
•
Intermediate Aggregate: Ambient Range: 70°F
Fine Aggregate: Concrete Range 78°F
Admixtures Slump Range(inches): 8.25*
Weather Conditions: Cloudy
1 Time Started: 9:30 AM
2 Time Completed: 2:15 PM
Added Water: 0 Gallons Sample Air Content(%): 2.3
Total Cubic Yards Placed: 8
Required Strength(Lbs./sq.i.z.): 3,600
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) '
DFR 93 7 5/15/12 103,040 3,640
DFR94 28 6/5/12 135,160 4,780
8.25
DFR 95 28 6/5/12 133,460 ,720 1
DFR 96 H Hold
t- Test Methods Utilized Fracture Regular
ASTM C-31, C-39,C-143 (Unless Noted Otherwise) Cylinders Made By. 'G
Remarks and/or Distribution:* Walter of Tiseo, Manuel of California and Redi-Mix truck driver informed of sl mp test result.
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 @c.ppelltx.gov
Mr. Dan DeGroot - Burgess & Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGr..t @BurgessN ple.com
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaadil @TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
Mr. Bobby Bounds -California Construction, Phone: 972-670-0368; via E-mail: BobbyOCalConTex.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 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 app oval.f 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 o the• amities of apparently identical or similar products.
JUN-14-2012 01 :28 P.05
A? , A
Tex,..) s CMT, Inc.
..AVA
Construction Materials Testing GEE Consultants,and Environmental Consulting Inc.
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: June 13, 2012 Date Concrete Placed:
May 10, 2012 Standard 6"x12" Cylinders
Client: City of Coppell C lind-, Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 25
Contractor: California Construction Project No.: ST-05-01
Concrete Supplier and Plant: Redi-Mix Concrete/ P259
Location of Placement: Stem Wall from 18+89 to 19+21
MATERIALS Source/ SSD Batch Wts.. BSERVATION D.. T.,
Description (Lbs/CuYd)
Mix Number: 1011 1602 11 e Sample Batched: 11:26 AM
Cement: i' me Sampled: 12:32 PM
Fly Ash: %`•ample Location: Sta. 19+00
y : Truck/Ticket No: 1257/25469679
Coarse Aggregate: /' Temperature:
Intermediate Aggregate: ! / Ambient Range: 82°F
Fine Aggregate: Concrete Range 83°F
Admixtures: Slump Range (inches): 7.0
1 .e Weather Conditions: Cloudy
Time Started: 11:00 AM
2 Time Completed: 2:30 PM
Added Water: 0 Gallons Sample Air Content(%): ' 2.4
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.i,.): 3,600
Specimen Measured Age Date Total Load Compressive Stre •
Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 97 7 5/17/12 127,780 $ olle
DFR 98 28 6/7/12 151,060 5,340
DFR 99 7.0 28 6/7/12 156,420 ■
DFR*50 H Hold
Test Methods Utilized Fracture Regular
ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders ade By: R
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 .ctppelltx.gov
Mr. Dan DeGroot - Burgess &Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.D-Gnot @BurgessNiple.com
Mr. Robert Caudill -Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCa dill,. TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bo..ye■CalConTex.com
.3
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: P' 144._
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 appr.vat o:Texas CMT,Inc. The use of our name must receive
OUT prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the q . tities of apparently identical or similar products.
JUN-14-2012 01 :29 P.06
elkyA Texas C Inc.
Construction Materials Testing GEE Co su ltants Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (2 4) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: June I3, 2012 Date Concrete Placed: May 15, 2012 Standard 6"x12"Cylinders
Client: City of Coppell C tinder Cross-sectional Area; 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 26
Contractor: California Construction Project No.: ST-05-01
Concrete Supplier and Plant: Redi-Mix Concrete/P259
Location of Placement: Stem Wall from 13+73 to 14+37
MATERIALS Source/ SSD Batch Wts. OBSERVATION D. TA
Description (Lbs/CuYd)
i
Mix Number: 10L11602 Time Sample Batched: 10:26 AM
rent: Time Sampled: 11:25 AM
'Fly Ash: Sample Location: Sta. 14+00
Truck/Ticket No: 1269/25471386
• Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 77°F
Fine Aggregate: Concrete Range: 81°F •
Admixtures: Slump Range(inches): 7..25 .
Weather Conditions: P.Cloudy
1 Time Started: 8:30 AM
2 Time Completed: 12:45 PM .
Added Water: 0 Gallons Sample Air Content(%): 3.0
Total Cubic Yards Placed: 9
Required Strength(Lbs./sq.in.): 3,600
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number 1 Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 101 r 7 5/22/12 108,960 3,850
DFR 102 28 6/12/12 146,000 5,16
7.25
DFR 103 28 6/12/12 135,600 ,800
DFR 104 H Hold
Test Methods Utilized Fracture Regular
• ASTM C-31,C-39,C-143 (Unless Noted Otherwise)
t Cylinders Made By: RG
Al 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. Dan DeGroot -Burgess&Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill@TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: acifig
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the fall 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.