ST9601-CS 990315 (2) , TEAGUE NALL AND PERKINS, INC. LETTER OF TRANSMITTAL
DATE 3/15/88
ATTENTION ROBERT CAUDILL
9].5 Florence St. 2201 W. I~ing Blvd.
Ft. Wo~h, Texas 76~02 I~ing, Texas 75061
TO TISEO PAVING CO.
P.O. BOX 270040
DALLAS, TX 75227-0040
WE ARE SENDING YOU Z~ttached [] Under separate cover via the following items:
> XShop drawings [] Prints r- Plans '~ Samples ~ Specifications
~ Copy of letter ~ Change order ~
COPIES DATE NO. DESCRIPTION
2,-
~ ,,.
THESE ARE TRANSMITTED as checked below:
~ For approval '~pproved as submitted ~ Resubmit copies for approval
/
~'~For your use '] Approved as noted 5 Submit copies for distribution
[] As requested [] Returned for corrections .~ Return __ corrected prints
[] For review and comment []
[] FOR BIDS DUE 19 "1 PRINTS RETURNED AFTER LOAN TO US
REMARKS.
If enclosures are not as noted, kindly notify us at o~e.
999 ~ 1: 16AM FROM T I SEO PAV I NG COMPANY 972 216 663'7 P. 2
TEAM. CONSULTaNTS. INC. ~ PHONE NO.: 21433~4458 /~ Mar. I~. 1999 08: 371~fl P5
TEAM Consultants, Inc.
Geotechnical, Environmental, ConstrUction' Materials Testing
March.2, I999
TEAM Project No. 985142
Report No. 43; Page I of 4
Mr. Robert Caudill
Tiseo Paving
P O Box 270040
Dallas, TX 75227
Desr Mr. Caudill:
Submitted her~ sa~ the concrete paving.mix designs .~ nxluesled for this project.
The designs were calculated based on the results of tests performed on the aggregates
obtained from the Mario-Sinacola Batch Plant! localed in Irving, Texas. The results of
th~se tests are attached.
Field adjustments will be required due to free moishxre in the aggregates in order
to obtain the required slm'np and maintain the yield,
If you have any questions, please call.
Sincerely.
TEAM Consultants, Inc.
Ronald L. Bannister, Manager
Consrotation Materials Testing
RLB/ke
2970 S. Walton Walker. Suite 101 Odtas. l'X 752;!1 .(Z14) 331.4395 F~x (2I~t) 33114438
3101 Plfasant Valley, S, ite 101 Arlington, TX 76015 (817) 467.3~00 Fax (817) 463-9920
3-15-1999 11: 17AM FROM T I SEO PAV I NG COMPANY 972 216 6637 P. 3
FROM: TBAM. CONSULTi~NTS, INC;~mmmm~. PHONE NO.: 2143]14488 ~ Mar. 83 1999 88 : %Z~on P2
Tiseo Paving
TEAM #985142, 03/02/1999
Report ~43, Page 2 of 4
Deign No. 5.0 Sack
Required: 3000_psi at 28 days: Max 4,~ i~cl~ ~|umD
Materials: Cement Type I TXI Midlothian, Tx
C.A. I lr2" rushed stone 'rXI Bridgeport, Tx
F.A Natural TXI Paradise, Tx
Acktidves Sika
Cement 5.00 sacks cement/cubic yard
C.A. 61 p~cent eo~s.e ~
F.A. 39 percent fine aggregate
Water 250 Ra~lQx~ ~ water cement ratio 0.5~ Ib/lb.'
Additive AEA 1.0 oz. per IOO wtpfce~,.ent
Addi~ve. WRDA, 3.4 oz t~er 100_Wt__o_f__ecment
APP%D FUFINISHA$ tehP ons one bi
.IyIstet:ials ....., ....WeightClbs) Sueei~cafis~.
C ~ .'q 47d (gs~cks) '2.39
D REIECTE D REVlS~f 1950 SSD. (6I%) 11.72
F,A, " 1292 SSD (39%) 7.8I
El su~qrr SPEC~C rmMwater 250 (30 gal,) 4.00
AEA 4.7 oz. 1.08
Thb rsvimv was pmfofme~Mur ~ 16 oz. =
oot~otmst~e wlh the design com~pt ot 27.00
ptoieot ssl general. ~tnl~llar~'s with
|ntotmatioo given in the Coremot
Do~ments, Idodifications or com~ unit Weigt: (PCF) 146.7
mess on the shop drawings uttng~Uuit W~ght: CPC~
review do not relieve contractor ured Slump- (inches --"
· . . d d Air Coixt~nt: (i~ent) -
epecific item cloe~ not include al~rovel ca an
8ssembly of which The item is a Component.
Contractor is rest~nsible for: dimensions.
be confirmed and correlated at the
tnfom~ion that pertains solely to the
fabrication processes or to. the means.
n,eods, techniques. sequences end
ths vn~k ~ all tradss; and ~ot psdotminO all
~otk in a sgs and satidaoto~/