ST9302-SP 990823TO:
Kimley-Hom and Associates, Inc.
801 Cherry Street~ Suite 1 t00
Fort Worth, Texas 76102
LETTER OF TRANSMITTAL
Date: August 23, 1999 I Job #: 939
Attn: Michael G. DeMotte
Re: Sandy Lake Road Reconstruction
City of Coppell, Texas
THE FOLLOWING ITEMS ARE ATTACHED:
Copies Spec Section Submittal No. Description
6 NCTCOG 16 Concrete batch designs for 3000 psi (5 sack)
Standard and 3600 psi (6 sack) concrete. EBCC will
Specification produce this concrete with our batch plant.
Item 7.4 Intended for utilization on sidewalk, paver
base, driveways, and street paving (slip &
i hand work).
THESE ARE BEING TRANSMITTED:
Infom~ation for Record __ O&M Data
'~ Information for Engineer's Approval
Return
2
Copies
CERTIFICATION:
This information has been reviewed and determined to be in compliance with the contract
documents including plans and specifications as modified by addenda, change orders, and field
orders. Any exceptions to the contract documents are noted below.
EXCEPTIONS/REMARKS:
1999
Signcd:
Robert D. Weber
Project Engineer
T~CHMOLOGIE5 IN¢
Maxim Technologies Inc.
2.~75 L~ne ~ Dr.'
D~I~, Texas 7~.~22
Te~eDhone:. (214) 631-2700
F~C~: (214) g20-~1
Client:
Project:
Portland Cement Concrete
Mix Design Report
Ed Bell Construction
10605 Harry Hines Blvd.
Dallas, Texas 75220
Arm: Jay Simms
Concrete Mix Design
Sandy Lake Road
Project No.: 9863997
Report No.: 149416
Service Date: 7/17/99
Page 1 of I
Identification: 5 sack slip form mix
Requirements Design Specification
Compressive Strength (psi ,/days) 3000 psi NA
Cement Content (sack) 5.0 N/A
Slump (inches) 3.0 max NA
Water Cementitious Ratio (lbs/lbs) 0.5 l NA
Entrained Air Content (%) 5.0% NA
I Materials ', Source
iCement
Fly Ash
Coarse Aggregate
Fine Aggregate
Admixture #I WR Grace
I[Admixture #2 WR Grace
Holman Cement Co.
N/A
1 I/2" Lattimore
Marock
Water Reducer
Air Entrainment
Size or Type
Type 1/II
N/A
Crushed Stone
Natural Sand
ASTM C494
ASTM C260
Specific Gravity,
3.15
N/A
2.67
2.62
NA
NA
Proportions Weight Absolute Volume
One Cubic Yard SSD Basis (lbs) (cubic Feet}
Cement
Fly Ash
Coarse Aggregate
Fine Aggregate
Water
Admixture #1 Water Reducer ASTM C494
Admixture #2 Entrained Air ASTM C260
Totals
47O
N/A
1925
1285
24O
14.1 oz
3.0 oz
3920
2.39
N/A
11.55
7.86
3.85
NA
1.35
27.00
Unit Weight of Fresh Concrete(lb/cubic foot): 145.2
Adjust water to maintain 3" slump.
Adjust air entraining agent to maintain 5.0% air content.
Weights are S.S.D.- Moisture Correction Required.
MAXI5
Jay ~
Constru~
,CHNOLOGI~S, INC.
x/,, C.E.T~,., LabOratory Manager
Materials Engineering Division
ancVor inspected, and are not indicative or'the quantities of apparemly identical or similar products.
TECHNOLOGIES INC
Maxim Technologies Inc,
2575 Lone Star Drive
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX; (214) 920-1891
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE CONIPRESSIVE STRENGTH
ED BELL CONSTRUCTION
10605 HA~RY HINES BLVD
ATTN: ROBERT WEBBER
DALLAS, TX 75220
MIX DESIGNS
SANDY LAKE ROAD
PAGE 1 OF 1
PROJECT NO.: 9863997
REPORT NO.: 149415
DATE OF SERVICE: 7/17/99
AUTHORIZATION:
REPORT DATE: 7/24/99
Tesz compressive strength specimens prepared to confirm strength properties
of the mix design.
CONTRACTOR: ED BELL CONSTRUCTION
CONCRETE SUPPLIER:
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 3 U Maximum AIR: 5 . 0%
METHOD OF TEST
SAMPLING:
MOLDING & CURING:
SLUMP:
TEMPERATURE:
AIR CONTENT:
UNIT WEIGHT:
CAPPING/PADS:
TESTING:
ASTM C-172
ASTM C192
ASTM C143
ASTM C1064
ASTM C231
ASTM C138
ASTM C1231
ASTM C39
PROJECT DATA
CLASS OF CONCRETE: 5 sac]< slip for mix
DATE OE PLACEMENT: 7/17/99
TIME SAMPLED: 8:15~M BY: Gary Kamra~h
TEMPERATURE(DegF)-AtR: 76 CONCRETE: 79
TRUCK NO: N/A TICKET NO: N/A
MEASURED SLUMP (in.): 3.00
AIR CONTENT(%): 5.0% UNITWEIGHT(pcf): 149.2
LOCATION OF PLACEMENT:
In!ab Mix Design. 3000 PSI slip form mix.
Sandy Lake Road.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO TESTED (days) (in,) Isq.Jn.i {lbs. force) (psi)
1 1 7/24/99 7 6.00 28.27 127030 4490
1 2 7/24/99 7 6.00 28.27 118420 4190
1 3 7/24/99 7 6.00 28.27 121300 4290
1 4 8/14/99 28
1 5 8/14/99 28
FRACTURETYRE REMARKS
UNBCNIDED CAP
UNBCNDED CAP
UNBCNUDED CAP
1 6 8/14/99 28
Technician: Gary Kamrath Star5ed: 7: 00~M Stopped: !!: 30.~M
Report Distribution:
{II E9 BELL CONSTRUCT"ON M~AX,-H~EC~NC.
/~ME DiVisiOn
Client:
Project:
Portland Cement Concrete
Mix Design Report
Ed Bell Construction
I0605 Harry Hines Blvd.
Dallas, Texas 75220
Arm: Jay Simms
Concrete Mix Design
Sandy Lake Road
Ma:dm Technologies Inc.
2E7E Lone Star Dr.'
Telephone: ¢14) ~1~
F~ (214)
Project No.: 9863997
Report No.: 149417
Service Date: 071799
Page 1 of 1
Identification: 6 sack band work mix
Requirements Design Specification
i Compressive Strength (psi / days) 3600 psi NA
Cement Content (sack) Equivalent N/A N/A
i Slump (inches) 4.0 max NA
Water Cementitious Ratio (lbs/lbs) 0.44 NA
/Entrained Air Content (%) 5.0% NA
Materials Source Size or Type
Fly Ash
~oarse Aggregate
Fine Aggregate
~,dmixmre #1 WR Grace
Admixture #2 WR Grace
Holman Cement Co.
N/A
1 [/2 Lattimore
Marock
Water Reducer
Air Entrainment
Type IAI
N/A
Crushed Stone
NaturaI Sand
ASTM C494
ASTM C260
Specific Gravity
3.15
N/A
2.67
2.62
NA
NA
Proportions
One Cubic Yard SSD Basis
Cement
Fly Ash
Coarse Aggregate
Fine Aggregate
Water
Admixture #I Water Reducer ASTM C494
Admixture #2 Entrained Air ASTM C260
Totals
Weight
(lbs)
564
N/A
1925
1180
250
16.9 oz
3.0 oz
3919
Absolute Volume
(cubic Feet)
2.87
N/A
11.55
7.22
4.01
NA
1.35
27.00
Unit Weight of Fresh Concrete(lb/cubic foot): 145.2
Adjust water to maintain 4" slump.
Adjnst air entraining agent to maintain 5.0% air content.
Weights are S.S.D.- Moisture Correction Required.
Jay/Gffn/aff~/ff~, C.F~., L~boratory Manager
Cor~/tru~n Materials Engineering Division
TECHNOLOGIES INC
Maxim Technologies Inc,
2575 Lone Star Drive
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-]891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT:
ED BELL CONSTRUCTION
10605 HA~RY HINES BLVID
ATTN: ROBERT WEBBER
DALLAS, TX 75220
PROJECT: MIX DESIGNS
SANDY LAKE ROAD
PAGE 1 OF 2
PROJECT NO.: 9863997
REPORT NO.: 149417
DATE OF SERVICE: 7/17/99
AUTHORIZATION:
REPORT DATE: 7/24/99
SERVICES: Test compressive strength specimens prepared to confirm strength properties
of the mix design.
CONTRACTOR; ED BELL CONSTRUCTION
CONCRETE SUPPLIER:
SPEC~FtCATION REQUIREMENTS
STRENGTH: 3600psi ,~ 28 DAYS
SLUMP: 4" Maximum AIR: 5.0%
METHOD DE TEST
SAMPLING:
MOLDING & CURING:
SLUMP:
TEMPERATURE:
AIR CONTENT:
UNIT WEIGHT:
CAPPING/PADS:
TESTING:
ASTM C-172
ASTM C192
ASTM C!43
ASTM C1064
ASTM C231
ASTM C138
ASTM C!231
ASTM C39
PROJECT DATA
CLASS OF CONCRETE: 6 sack hand work mix
DATE OF PLACEMENT: 7/17/99
TIME SAMPLED: 9:30A~M BY: Gary Kamrath
TEMPERATURE{DegF)-AIR: 79 CONCRETE: 79
TRUCK NO: N/A TICKET NO:
MEASURED SLUMP (in.): 3.50
AIR CONTENT(%): 4.6% UNIT WE[GHT(pcfh 149.2
LOCATION OF PLACEMENT:
Inlab Mix Design. 3600 PSI hand work mix
Sandy La~e Road.
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED fdavs) {in.) Isq.in.)
1 1 7/24/99 7 6.00 28.27
1 2 7/24/99 7 6.00 28.27
1 3 7/24/99 7 6.00 28.27
1 4 8/14/99 28
1 5 8/14/99 28
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) !psi)
130170 4600
126430 4470
119S50 4230
FRACTURETYPE REMARKS
UNBONDED CAP
UITBONDED CAP
UNBONDED CAP
1 6 8/14/99 28
Report Of Tests Continued On Page 2
ED BELL CONSTRUCTION REPORT NO. 149417
PROJECT NO. 9863997 PAGE 2 OF 2
DA/EOFSERVICE: 7/17/99 SET NO. 1
REPORT OF TESTS
ADDITIONAL COMMENTS
See report ~ 149416 for mime.
Technician: Gary Kamrat h
Report Distribution:
TECHNOLOGIES INC
Maxim Technologies inc.
2575 Lone Star Drive
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
ED BELL CONSTRUCTION
10605 }{ARRY HINES BLlrD
ATTN: ROBERT WEBBER
DALLieS, TX 75220
PROJECT: MIX DESIGNS
SANDy LAKE ROAD
REPORT OF
TESTS
SERVICES: Fine and Coarse Aggregate Testing
PROJECT NO.: 9863997
REPORT NO: 148661
DATE OF SERVICE: 6/22/99
AUTHORIZATION: Ongoing
REPORT DATE: 7/26/99
REPORT OF TESTS
1 1/2" Crushed Limestone ASTM C-136
Sieve Size % Passing Reqd Spec.
2" 100% 100%
1 1/2" 99.0% 95-100%
3/4" 49.0% 40-70%
3/8" 14.0% 10-30%
~4 3.0% 0~5%
Natural Concrete Sand ASTM C-136
Sieve Size % Passing Reqd Spec.
3/8" 100% 100%
#4 98% 95-100%
~8 84% 80-100%
~16 74% 50-85%
#30 64% 25-65%
#50 28% 10-30%
~100 4% 0-10%
~200 0% 0 3%
Page 1 of !
Fineness Modulus: 2.53
Technician: Oscar Garza
Report Distribution:
GRACE
October 16, 1998
Grace Construction Products
Grace & Co - Corm
a323 Cri~es Srreel
Box 2585.77252
~,;,.s'on TX 77003
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 Spech~ications for Chemical
Admixtures for Concrete, ASTM Designation: C-494, as a Type B & D
admixture; and the S~andard Specifications of the Texas Highway
Department.
No chlorides or halogens are added to DARATARD-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
of Sale printed on the reverse side hereof.
,rely, //.
Tom C. Henson
District Manager
Subscribed and swam to, before me,
this 16th dayof October, 1998 A.D.
Lorene B. Raso, Notary Public
In and For the State of Texas
GRACE
October 16, 1998
Grace Construction Products
Z-323 7' 'es S'ree,
:C' E.:, 2585.77252
-: ~c- -X 77C03
Ed Bell Construction
Gentlemen:
This is to certify that Oaravair 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 Designation: C260 (AASHTO
M154).
Daravair 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 approved by
the State of Texas, Dept. of Transportation.
The above is in addition to and not in substitution for our standard Conditions
of Sale printed on the reverse side hereof.
Sincerely,
District Manager
Subscribed and sworn to, before me,
this 16th day of October, 1998 A.D.
/" ' ' ' t(; ':'}
/1~ L~ ¢c(. ·~/, ~..gE;
Lorene B. Raso, Notary Public
In and For the State of Texas