ST9302-SP010814TO: Kimle¥-Horn and Associates, Inc.
801 Cherry Street, Suite 1100
Fort Worth, Texas 76102
LETTER OFTRANSMITTAL
Date: August 14, 2001 I Job #: 939
Attn: Michael G. DeMotte
Re: Sandy Lake Road Reconstruction
City of Coppcll, Texas
THE FOLLOWING ITEMS ARE ATTACHED:
Copies Spec Section Submittal No. Description
-- 6 NCTCOG 20 CL K (Mod) concrete batch design with
Item 7.4, accelerator. Intended for utilization on
Special concrete paving work at the
Specification MacArthur/Sandy Lake intersection.
02514, and Concrete will be manufactured at EBCC's
TxDOT batch plant.
Standard
Specification
361
THESE ARE BEING TRANSMITTED:
Information for Record __ O&M Data
~K Information for Engineer's Approval ~:~ Return 2 Copies
CERTIFICATION:
This information has been reviewed and determined to be in compliance xvith the contract
documents including plans and specifications as modified by addenda, change orders, and field
orders. Any cxceptions to the contract documents arc noted below.
EXCEPTIONS/REMARKS:
Robert D. Weber
Project Manager
Aggregate Characteristics:
Fine Aggregate(FA)
Cse Aggregate (CA)
Water
Cement
Fly As h
DESIGN FACTORS:
Cement Factor (CF)
Coarse Agg. Factor (CAF)
Water Cement Ratio (WCR)
Air Factor (AF)
Percent Fly Ash
Ed Bell Construction, Co.
Concrete Design Work Sheet
(Natural Aggregates)
SSD Unit Wt.
SP. GR Lbs,/Cu. Ft. % So~ids F.M.
2.70 111.50 66.1% 2.84
2.72 104.40 60.9%
1.00 62.50
3.10 95.00
2.68 75.00
7.50 sacks per cubic yard of concrete
0.73
3.5 gal. Per sack of cement
6.5%
0.0% Sp. Gr. (Fly Ash) 2.68 **
County: Dallas
Project: Sandy Lake
Date: 8/13/2001
Design No: Class K Mod.
SOURCE
FA Trinity
CA Meridian
Water Potable Water
Cement Holnam TY 1-2
Fly Ash None
Admix #1 ASTM C-260 Grace
Admix #2 ASTM C-494 Grace
BATCH FACTOR:
Size of Batch (CF) 7.5
Yield for 1 Sk. Batch
VOLUME 1- Sk. Full Size
BATCH DESIGN (ONE SACK) 1-SK. BATCH Vol. to Wt. (lb,) Batch Batch
(CU. FT.) Vol. X 62.5 X Sp. Gr. Wts. Factor Wts.
Concrete Yield = Cu. Ft per Cu. Yd 3.600
CF
2. Volume CA = Yield X CAF X Solids 1.600 1.600 X 62.5 X 2.72 272.08 7.50 204'i
3. Volume Mortar = Yield - Vol. CA 2.000
4. Volume of Water = WCR 0.467 0.467 X 62.5 X 1.00 29.17 7.50 219
Gal. Water Per Ft3
5, Volume Fly Ash = .485 X % Fly Ash 0000 0.000 X 62.5 X 2,68 0.0C 7,56 0
6. Volume Cement = .485 - Vol. Fly Ash 0.485 0,485 X 62,5 X 3.10 93.97 7.5C 705
7. Volume Entrained Air = Yield X AF 0.234
8. Volume Paste = Water + Fly Ash +
Vol, Cern. + Air 1.186
9. Volume FA = Vol Mortar- Paste 0.814 0.814 X 62.5 X 2.70 13734 7.50 1030
10. Yield (Sum of 2,4,5,6,7 & 9 to Check No. 1 Abov, 3600 3994
Correct For Free Moisture or Absorption. (Italic)
Specific Gravity of Fly Ash from Source to be Used.
The Contractor may elect to add 141 CZ of Grace accelerator
Unit Wt.
147.
Client:
Ed Bet Construction Co.
AtlJl: Mt. ~'ay Simml
10605 lqmry Hines
Dall~ IX 75220
l lelGH ENG IN'r:;/~ ING ~]002
(~4) ~0-9~, ~ (tax)
REPORT OF AGGREGATE TESTING
Report No.: 115493
Project No.: 003380
Date of Servie~: 10/3132000
Report Da~e: 11A~/'2000
Project: Mix Designs
Service_s: A~cg:~e Tasung for thc Hou_tron Stre=t Cits, of dalla~ Project
Report of Test
Houston Stree¢ - City of Dallas
Coarse Aggregate: Grade 2
Specific gravity: 2.72
Unit weigkc lb. cu. f~.: 104.4
Sieve size % Passing Specification
2" 100% 100%
i 1/2" 100% 95-100
3!4" 54.4 40-70
3/8' 16.0 10-30
~4 2.9 0-5
Fine aggregate: Trxnity Materials
Specific gravi2y: 2.70
Unit weigh= lb. ca. f~: 111.5
FM: 2.84
Sieve size % Passing ~p. ecificat£on
3/8 100 100
~4 99 95-100
~8 8~ 80-100
~18 69 50-85
g30 49 25-65
950 11.5 10-30
~100 1.8 0-10
~200 i-0 0-3
Technician: Jay Canafax. C.E.T.
Report Distribution:
R~'~gineers, Inc.
,// CMT Sul:~rvlsor
972 723 9Oil; Nov-8-O0 5:04P~; Page
MATERIAl, CERTIFICATION
REPORT
Material: Hydraulic Cement 'rest Pcr[od: 0 [-Sep~2000
Type: i,GU 'to: 30-Scp-2000
GRADE
October 16. 1998
Ed Bell Construction
Gentlemen:
This is to certify/ that DARATARD-17, a water-reducing set-retarding
admixture, supplied by the Construction Products Division, W.R. Grace &
Co.-Conn., is formulated to comply with Spec~cations for Chemical
Admixtures for Concrete, ASTM Designation: C-494. as a Type B & D
.admixture; and ~e S~aqd:ard SpeciF;cat[c,;s of the Texas Highway
Depar"cnent.
No chlorides or halogens are added to OAFLATARD-17 as functional
ingredients during manufacture. '
Material supplied for the above referenced project is identical in all respects,
including concentration, to the one originally submitted to and approved by
the State of Texas, Dept. of Transportation.
The above is in addition to and not in substitution for our standard Conditions
cf Sale printed on the reverse side hereof.
Tom C. Henscn
District Manager
Subscribed and s,c,cm to, before me,
this 16th day of October, 1998 A.D.
/cc
Lorene B. Raso. Notary Public
In and For the State of Texas
GRACE
October 16. 1998
Ed Bell Construction
Gentlemen:
This is to certify that Daravair 1000, an air-entraining admixture, as
manufactured and supplied by the Construction Products Division, W.R.
Grace & Co.-Conn., is formulated to comply with Specification for Air-
Entraining Admixtures for Concrete, ASTM Oesiqnation: C260 (AASHTO
fyi 154). "
Oaravair 1000 does not contain calcium chloride containing compounds
as a functional ingredient. Chloride ions may be present in trace amounts
contributed from the domestic water supply used during the
manufacturing process.
Material supplied for the above referenced project is identical in all respects,
including concentration, to the one originally submitted to and aporoved by
the State of Texas, Dept. of TransF. ortafion. '
The above is in addition to and not in substitution for our standard Conditions
of Sale printed on ~e reverse side hereof.
Sincerely.
District Manager
Subscribed and s,,*.~rn to, before me,
this 16th day of October, 1998 A.D.
..- ilk · ·
Lcrene B Raso, Notary Public
In and For the State of Texas
· Material Producer List
Lim'~atone-Dolomites
Producer Code Location RSLA RSS~ RSSN FA- Comment
RSAI
~mo ~., Illso~81[ev.ns Ro. II- II- II- I~ '
~o,~ ~ [[~1~o~.o~ ~ ll4 ]1~ II- II°~
~o,o~ ~, ~s~,21~o~. o~ 1126 Iix4 1[9 II- II°~
Hanson ~ ~ 4027oi gum~
H~o~ A~ II°~'~llChi~° II~° I~ I1' I~ II
~on~ tl°~l~ II~* IIX7 lit0 "1~ I~'~
Hanson Aggr. (Glffo~-Hilgll0~4O01llPe~ Hill 1127 1) 11~ I~ Ilo~,o~
~.,~o~ 11°~*~11~ I~* I1* Il' II- II~
~.,mo~ 11~011~°'~ 1123 IiX3 ~1~ I1-
i,~,~ I1'~0=11"~'""11~' I1~0 II4 lit
· o~,~. ][°~'~l[~o~ II~ IIo I~ lit II
~ul~n '111501~141[Hel~os 1[33 lin I1~ I~ II~,
~,~s [~°~°'ll~ II~ II'= I~ 112 II
~'~ l~°~ll~'~ II~ II~ II~ It-
~u,~.~,~ i[°~°q~'~ II~s Itv 112 II, II°~
vumn m~s ~ ~5~: :~ ~o~ 33 16 7 3 CA not on AQ~,
385
Vu~n MtHs 50~ 507 quebner Rd. 34 (20) 6 ~ ;CA not on A'~MP,
085
08/14/01 12:58 FAX 214 630 7070 I~C ~NGINEERING ~004/q~?
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001211.0413
Service Date: June 19, 2001
Client: Hillwood Development Corp
Attn: Nancy E. Phillips, P.E.
1845 Woodall Rodgers Fwy #1700
Dallas TX 75201
Dallas, Texas 75247
(214) 63O. lOlO
Report Date: July 24, 2001
Project: Street Improvements
& Utilities, Arena Orange Road
Dallas, Texas
Project Number: 94001211
Material Information
Specified Strength: 4500 psi @ 28 Days
Batch Time: N/A
Supplier: Ed Bell
Truck No: N/A
Mix I.D. No.: Type K
Plant: On-site batch plant
Ticket No: N/A
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, e F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter
No.
Sample Information
Sample Time: N/A Date Cast:June 19, 2001
Technician: Contractor Made
Weather Conditions: N/A
Area
ID (inches,(sq. inches)
1 6.00 28.27
1 2 6.00 28.27
1 3 6,00 28.27
1 4 6.00 28.27
I 5 6.00 28.27
1 6 6.00 28.27
Placement Method:
Sample Locations: See placement location
Placement Location: 28' Leaveout, McKinney Street at comer of
McKinney and Lamar
Result Specification Test Method
ASTM C-143
ASTM C-172
ASTM C-39
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
06/19/2001 53,150 1,880
06/20/2001 1 83,240 2,940
06/26/2001 7 118,320 4,180
06/26/2001 7 121,640 4,300
Average 4,240
07/17/2001 28 143,830 5,090
07/17/2001 28 139,250 4,920
Average 5,010
Comments:
NOTE: Specimen ID #1 was to be tested at 12 hours of age.
T~e te~s were ~edom~ed in ge~ecal accord~'~'e ~ ~i~le ~, ~HTO, ar DOT ~st me~ds. T~ re~d is ex~uslvely for ~e ~e of ~e d~t
m ~e a~ s~pl~ t~d at ~e I~t~{s) ~er~ a~ are not n~sa~ Indl~e ~ ~e ~o~ ~ o~er ~fly sim~ar of ~e~
08/14/01 12:58 FAX 214 630 7070 IIBC ENGINEERING [~005/007
CONCRETE COMPRESSIVE STRENGTH TEST
Client: Hillwood Development Corp
project Num bec 94001211
Report Number: 94001211 _(1413
Services - Pick up test cylinders cast by othem and return them to the laborato~ for curing and testing.
Technician: Cor~tractor Made
Report Distribution:
(1) Hlllwood Developme~t Corp
(1) Paragon Project Resources, Inc.
(1) Halff ASSOCiates, Inc.
(1) City Of Dallas, public Works/Trarlsp
(1) Ed Bell
Reviewed
HBC Engineering. Inc.
Edt J. Cleveland, P.E.
Senior Project Engineer
T~e ~ were per~om~ed in general accordance with api~icable ASTM. AASHTO, or DOT test metflods. This report is exclusively for the use of the client
indicated above and shaJI not be reproduced exeter In full without the wflt~ approval of Terra,on. Test results transmitted herein are only applicable
to the actual samples tested at the Ioc~t/on(s) re~ere~ced and are not necess&ri~y Ir~[cadve of the properties of o~her apparently similar or iden~cal
08/14/01 12:58 FAX 214 630 7070 HBC F-~GINEERING ~006/007
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001211.0423
Service Date: June 27, 2001
Client: Hil[wood Development Corp
Attn: Nancy E. Phillips, P.E.
1845 Woodall RodgerS Fwy #1700
Dallas TX 75201
89ol Carpenter Frwy., Suite #t00
Dallas, Tex~s 75247
(214) 830-1010
Report Date: July26, 2001
Proje=t: Street Improvements
& Utilities, Arena Orange Road
Dallas, Texas
Project Number: 94001211
Material Information
Specified Strength: 4500 psi @ 28 Days
Batch Time: 3:1 Opm Plant: On-Site
Supplier: On-Site
Truck No: 6 Ticket No:
Mix I.D. No.: Class K
Sample Information
Sample Time: 3:30pm Date Cast: June 27, 2001
Technician: Terry L. Smith
Weather Conditions: Misty
Accumulative Yards: 20
Placement Method:
Sample Locations: See placement location
Placement Location: East McKinney
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.00
Air Content, %: 4.9
Concrete Temperature, O F: 99
Ambient Temperature, o F; 97
Plastic Unit Weight, pcf: 142.5
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
NO. ID (inches) (sq. inches) Tested (days) (lbs) (psO
4.0 Max ASTM C-143
4-6 ASTM C-172
ASTM C-39
1 I 6.00 28.27 06/28/2001 1 85,330 3,020
1 2 6.00 28.27 06/28/2001 I 79,190 2,800
Average 2,910
I 3 6.00 28.27 07/04/2001 7 100,640 3,560
1 4 6.00 28.27 07/04/2001 7 99,100 3,500
Average 3,530
1 5 6.00 28.27 07/25/2001 28 129,600 4,580
1 6 6_00 28.27 07/25/2001 28 125,010 4,420
Average 4,500
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
ASTM C-31, C-39, C.172, C-1231
Technician: Terry L. Smith
Report Distribution:
(1) H]llwood Developmen~ Corp
(1) Paragon Project Resources, Inc.
(1) Halff Associates. Inc.
(1) City of Dallas, Public Wo~v-s/'rransp
(1) Ed Bell Construction
Reviewed b~
HBC Engineering, Inc.
Eric J. Cleveland,
Senior Project Engineer
08/14/01 12:59 FA.~ 214 630 7070 ~IBC ENGINEERING ~007/007
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001211.0427
Service Date: July 1,2001
Client: Hillwood Development Coq3
Attn: Nancy E. Phillips, P.E.
1845 Woodall Rodgers Fwy #1700
Dallas TX 75201
DaJlas, Tey.~s 7~247
(214) 630-1010
Report Date: July 24, 2001
Proiect: Street Improvements
& Utilities, Arena Orange Road
Dallas, Texas
Project Number: 94001211
Material Information
Specified Strange: 4500 psi @ 28 Days
Batch Time: 9:00am Plant: On-Site
Supplier: On-Site
Truck No: 10 Ticket No:
Mix I.D. No.;
Field Test Data
Test
Result
Slump, inches: 4.00
Air Content, %: 5.5
Concrete Temperature, e F: 91
Ambient Temperature, o F: 93
Plastic Unit Weight, pcf: 148.2
Laboratory Test Data
Sample Information
Sample Time; 9:10am Date Cast: Jury 1, 2001
Technician: Terry L. Smith
Weather Conditions: Clear
Accumulative Yards: 40
Placement Method: Hand
Sample Locations: Sta. 18+50
Placement Location: Continental Street, E bound
Specification Test Method
4 Max. ASTM C-143
4-6 ASTM C-231
ASTM C-1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (ps0
I I 6.00 28.27 07/08/2001 7 128,420 4,540
1 Z 6.00 28.27 07/08/2001 7 131,680 4,660
Average 4,600
I 3 6.00 28.27 07/29/2001 28 152,120 5,380
1 4 6.00 28.27 07/29/2001 28 155,340 5,490
Average 5,440
Services - Obt~[,~ samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
ASTM C-31, C-39. C-172, C-1231
Technician: Terry L. Smith
Report Distribution:
(1) HillwoOd Devele~oment Corp
(1) Paragon Project Resources, Inc.
(1) Halff AeSOCletas, Inc.
(1) City of Duties, Public WonV. s~-ransp
(1) Ed Bell ConstruCtion
Reviewed by:
HBC Engineering, Inc.
Edc J, Creveland, P.E.
Senior Project Engineer
The tests were pedo~rned ;n general accordance wi~ applicable ASTM, AASHTO. or DOT test methods. This rel~3rt ia exclusively [or the use of the client
Indicated above a~d shall not be reproduced excep! in full without the w~il~en approvaJ of Terra(on. Test reeul($ transm~ed herein are only applicable
~3 the actuaJ s,~mples tested at the location(s) reterencad and are not necessarily indicative of zhe prepares of other appare~llly s~'nllar or IdentJcaJ
matefla~s.