ST8503-CS 871210 ~=~
HAYNES, HbLLON & ASSOCIATES, i~CO~PO~TEO
Testing, Inspection & Materials Engineers
7800 8rOOkhOIlow ;=IDa0 · F~. 0 Box 35481
0alias. Texas 75235 · (214) 631-4372
12/10/87
REPORT NO. 1 DATE 12/4/87
~S NO. 17124
PROJECT: Bethel School Rd. Improvements TESTED FOR: Ed Bell Construction Co.
Coppell, Texas P.O. Box 540787
E.B. Job No. 796 Dallas, Texas 75354-0787
Attn: Mr. Bud Baker
CONCRETE COMPRESSION TEST REPORT
{Ex 12 INCH! NOMINAL CYLINDER SIZE: AREA-28.26SQ. IN.
COMPRESSIVE STRENGTH TEST RESULTS
CYLINDER NO. BSl11201 BSl11202 BS111203
AGE -DAYS 7 28 28
FIELD CURE-DAYS
7 28 28
STANDARD CURE-DAYS
UNIT LOAD 94,000 125,000 120,500
PSI 3320 4420 4260
DATEMOLDED 11/12/87 11/12/87 11/12/87
DATE RECEIVED -- -- --
DATETESTED 11/19/87 12/10/87 12/10/87
SPECIFICATIONS:
AGE-DAYS 28 28
STRE NGT.~-PS, 3000 3000
LOCATIONS OF POURS REMARKS
Unit Weight = 145.4 pcf
Our Laboratory Yield = 27.07 cu. ft.
CYLINDERS MOLDED BY HAYNES, HOLLON ~'] CYLINDERS MOLDED BY ARCHITECT'S OR
& ASSOCIATES, INC. REPRESENTATIVE I i CONTRACTOR'S REPRESENTATIVE
FIELD DATA
CYLINDER NO. RS111201 - 03 CONCRETE BATCHPLANT
MIX DESIGN NO. 1 DELIVERY TICKET NO.
SLUMP - IN. 1 3/4 MIX PROPORTIONS (SSD):
AIR CONTENT % 5. 1 CEMENT ITYPE) 470
AIR TEMP. "F 74 FINE AGGREGATE 1370
CONCRETE TEMP. °F 75 COARSE AGGREGATE 1 860
FIELD DATA SUBMITTED BY: WATER (28.3 gallons) 236
MIX DATA SUBMITTED BY: L. Cox ADMIXTURES Daravair-M 4.0 fl. oz.
WRDA w/Hycol 15.0 fl. oz.
_ CYLINDERS PICKED UP BY HAYNES, "X] COMPRESSIVE STRENGTH RESULTS COMPLY
HOLLON & ASSOCIATES. INC. REP. L__I WITH APPLICABLE SPECIFICATIONS
~ / " i COMPRESSIVE STRENGTH RESULTS DO NOT
! i CYLINDERS DELIVERED TO I~AYNES.
,__~ HOLLON& ASSOCIATES. INC. L__] COMPLY WITH APPLICABLE SPECIFICATIONS
DISTRIBUTION: City of CoppellJ RESPECTFULLY SUBMITTED,
Ginn, Inc.
~ 00~ *GeorgeW Holll~n. P. E.
HAYNES, H~LLON & ASSOCIATES, i'NCO~PO~ATED
Testing. Inspection & Materials Engineers
7'800 Brookhollow I~loacl · I~. O Box 35481
Oallas, Texas 75235 · [~'14) 631-4372
12/10/87
REPORT NO. 2 DATE 12/4/87
JOB NO. 17124
PROJECT: Bethel School Rd. ImProvements TESTED F0~
Bell
Construction
Co.
Coppell, Texas P.O. Box 540787
E.B. Job No. 796 Dallas, Texas 75354-0787
Attn: Mr. Bud Baker
CONCRETE COMPRESSION TEST REPORT
{6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
COMPRESSIVE STRENGTH TEST RESULTS
CYLINDER NO. BS111201 BS111202 BS111203
AGE-DAYS 7 28 28
FIELD CURE-DAYS -- -- --
STANDARD CURE- DAYS 7 28 28
UNIT LOAD 97,000 131,000 121,000
PSI 3430 4630 4280
DATE MOLDED 11/12/87 11/12/87 11/12/87
DATE RECEIVED - -- -
DATE TESTED 11/19/87 12/10/87 12/10/87
SPECIFICATIONS:
AGE-DAYS 28 28
STRENGTH--PSI 3 0 0 0 3 0 0 0
LOCATIONS OF POURS REMARKS
Our Laboratory Unit Weight = 145.3 pcf
Yield = 27.04 cu. ft.
1~ ~'!CYLINDERS MOLDED BY ARCHITECT'S OR
CYLINDERS MOLDED BY HAYNES, HOLLON
. ASSOCIATES, INC.. EPRESENTATIVE CONTR ACTOR'S REPRESENTATIVE
FIELD DATA
CYLINDER NO. BSl 11201 - 03 CONCRETE BATCH PLANT
MIX DESIGN NO. 2 DELIVERY TICKET NO,
SLUMP - IN. 4 MIX PROPORTIONS ISSD):
AIR CONTENT % 5. 3 CEMENT (TYPE] 564
AIR TEMP." F 74 FINE AGGREGATE 1 250
CONCRETE TEMP. °F 75 COARSE AGGREGATE 1870
FIELD DATA SUBMI'r'FED BY: WATER (29.4 gallons) 245
MIX DATA SUBMITTED BY L. COX ADMIXTURES Daravair-M 4.25 fl. oz.
WRDA w/Hycol 17.5 fl. oz.
] CYLINDERS PICKED UP BY HAYNES. ~---~ COMPRESSIVE STRENGTH RESULTS COMPLY
HOLLON& ASSOCIATES, INC. REP.LX_.l WITH APPLICABLE SPECIFICATIONS
[_~--~ CYLINDERS DELIVERED TO HAYNES. ' ] COMPRESSIVE STRENGTH RESULTS DO NOT
HOLLON& ASSOCIATES. INC. / ~j COMPLY WITH APPLICABLE SPECIFICATIONS
DISTRIBUTION: City of Coppell/ RESPECTFULLY SUBMITTED.
Ginn, Inc.
~ 004 'George W Holily. P E
GINN, INC.
Consulting Engineers ~L,~-~=~=[~~ ~
17103 Preston Road
· Suite 100, LB-118 ~
~--
WE ARE SENDING YOU_ ~~ffached [] Under separate cover via.,~~ the following items:
~ngs [] Prints [] Plans [] Samples [] Specifications
[] Copy of letter [] Change order [].
COPI ES DATE NO.
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
[] For approval ~s submitted [] Resubmit_,, copies for approval
[] For your use [] Approved as noted [] Submit copies for distribution
[] As requested [] Returned for corrections [] Return,, corrected prints
[] For review and comment []
[] FOR BIDS DUE 19__ [] PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
PII~e~CTZ4~3 ~l~c.G~m.~ 0~41[ If enclosures ere not aa noted, kindly notify ul at once.
GINN, INC. ""
Consulting Engineers
17103 Preston Road
Suite 100, LB-118 ~
DALLAS, TEXAS 75248 ~ ~"o- ~ g~ ~7
(214) 248-4900_ /
WE ARE SENDING YOU ~h~ ~ Under separate cover via ~ ~V=~llowingitems:
~drawings ~ Prints ~ Plans ~ Sample~ ~ S~cifications
~ Copy of le~er ~ Change order
COPIES DATE NO. DESCRIPTION
'2,
THESE ARE TRANSMI]-FED as checked below:
[] For approval ~;~pproved as submitted [] Resubmit copies for approval
[] For your use [] Approved as noted E] Submit copies for distribution
[] As requested [] Returned for corrections [] Return corrected prints
[] For review and comment []
[] FOR BIDS DUE 19__ [] PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO~ SIGNED:~