PA0101-LR010502~/~2/2~1 1~;27 ~74~1~83~ SIERRA OONTRACT~RS PAGE 02
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Chant: Miller Sierra ConstructJon Work Order Number: 4183
Project: 0!-026 Andy Brown Community Park Report Number: 01-026.108
BPECIFi~ATIONS ..... PROJECT DATA
Strer~gth (pll)' 3000 PSI ~ 28 Oiays :Date of Placement: 4/16/01
Slump(in ) 4-6 'Sampled by: TSIT
A~ C0nte~t(%) iNA WIether: Sunny &wetm
Concrete Teml~F): Not to exceed 95* Supplier/Mix' Pioneer19339
FIELD DATA lET # ~[
Ticket #. 695364 T~me Bitched: 1;15:00 PM Time Sampled: 1:43:00 PM
Slump (in.): 5 iAl~'Content· NA Unit Weight (l~¢f~. NA
Conc;ete Timp(F): 76* Air Teml~ (F)' 80° Yardage' 30
I. ocatiOn/RemIrka: East s~de s~de walk by play ground
SET CYL. DATE AGE MA~ LOAD STRENG;I'H TEST CYLINDER NOTES
NO NO TESTED {~iyI) (lbs) (pe~) RESULT SOURCE
1 I 4/2'3/01 7 107000 3780
~ 2 §z14/0~ 28
i 3 5/14/01 28
1 4 6/[[/01 Hold
NORMAL CYLINOER SIZE. 6X12 AREA 2.~ ~'~$Q I~ UNLESS NOTED Ill;RE 5'PE 'A" CONE F~CT~ UNLE$~ INDICATED OTHER~SE IN NOTES TE~T RESULTS COMPLY
WITH PROJECT ~PECIF~ATI~S UNLESS INDICATED '~ON~OMPLIANCE" IN NOTES fIELD ~T~ BY SOILTECH ENGINEERtNO AN~ TES~G. iht ARE PER APPLiCabLE
A~TM STANDARO$ C1~. C143 CI72 C~I CYUNOERa MOLDEOaN0 CURED BY SOJLTECH ENGINEERING AND TE~TING, INC ARE PER ASTM C31 TESTED PER A3~
S~TECH E~EERI~ AND TESTING, INC.
2502 Gravel Drive · Fort Worth, Texas 76118 · 817,595 0064 telephone · 817.589 7279 metro, 817.595.0708 fax
~5/02/2~81 18:57 ~174~18~i6 SIERRA CONTRACTORS PAGE
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client: Miller S~erra Construction Work Order Number: 4171
Project: 01.026 Andy Brown Community Park Report Number: 0]-O26.]07
SPECIFICATIONS PROJECT DATA
Strength (DSO' 3000 PSI ~ 2,8 daya Data of Placement: 4/13/01
Slump(in.) 4-6 Sampled by: Contractor Made
Air Content(%): NA iWeathar- Sunny & warm
Concrete Tamp(F)- NOt to exceed 95' Supplier/Mix: LMC
FIELD DATA SET #
Ticket · NA Time aatched- Time Sampled.
SlumD (~n)' NA Air Content NA Unit Weighl (pc'f) NA
Conc, xete TareD(F) NA A~r Tamp (F): NA Yardage 0
LocationlRema~s: ',~la walk NW Sidle of
SET CYL. DATE AGE MAX LOAD STRENGTH TEST CYLINDER NOTES
NO. NO TESTED (days] (lbs) (ps~) RE,SULT SOURCE
1 I 4/20/01 7 77000 2720
1 2 5/ll/O1 28
1 3 5/]l/O1 ~8
i ~ 6/6/0] 56
t~ORfa~,t. C..','LIN(~.R ~IZE ~X. IZ. ANEA.28.2?~Q ,n UNLESS NOTED HERE WPE "A" CONE ;R&CTURE UNLESS INDiCaTED OT~ERWlS~ iN NOTE~ TE3T RESULTS COMPLY
~T~ PRQJECT S~EC~FICaTIONS UNLE66 ~NDICATED "NON-C~PLIANCE' IN NO~ FIELD TE~S BY SOILTECH E~INEERING ANO TESTING INC aRE PER APPL~C~B.~
ASTM STANDARDS C 1~. C143 C172 C23' CYUNDERS M~DED ~N0 CURE~ BY ~OtLTEC~ ENGINEERING ANO TE~TING INC ARE PER ASTM C3~ TESTE0 PER AST~
2502 Gravel Dnve. Fort Worth. Texas 76118 - 817.595 0064 telephone. 817 589.7279 metro. 8t7.595.0708 fax
S.oflte_ch
M~rler Sierra Construction
4025 Woodland Park Bird ENGINEERING
Arlington, Texas 76013 & T£$TING, INC.
Project: Andy Brown Community Park
Project Date: 4/20/01
Project No: 01-026
Report No: 01-026.106
Report Date: 4/23/01
DAILY ACTIVITY REPORT
A Soiltech Engineering and Testing, Inc. representative was present at the
above referenced project. The technician was picking up and returning
test cylinders to the laboratory for curing and testing.
SOILTECH ENGINEERING AND TESTING, INC_
:~,,%,ames M. Perdue General Manager
~50Z Gravel Drive · Fort Worth. Taxas 76118 · 817.595.00~4 telephone · 817.589.7279 met¢o · 817.595.0708 fax
coNCRETE INSPECTION AND COMPRESSION TEST REPORT
Client: Miller Sierra Construction Work Order Number: 4:[34
Project: 0]..026 Andy Brown Community Park Report Number: 0]-026.105
8PEC/FICATION~ PROJECT DATA
Strength (psi). 3000 Date of Pllc~ment: 4110/01
Sluml~in.): 5 SamDled by:
Air Content(%)' NA Weather Sunny & Warm
Concrete Tamp(F): iNA 'Supplier/Mix: Hansont9339
FIELD DATA lET # 1
Ticket #' 824991 ~ime Betched- 12:30:00 PM Time Sampled
Slump (in.). 6 Air Conlent' NA UNit Weight (pcf): NA
Concrete Teml~F)' 84' Air Tamp (F): 80' Ya~lege; 10
LoCation/Remarks: Sidewalk E Side of Moore- 450'N.&90'E of $£ Corner of Moore & Pad(view
SET CYL DATE AGE MAX LOAD STRENGTH TEST CYLINDER NOTES
NO. NO TESTED (dayl) (lbs) (psi) RESULT SOURCE
I 1 4/17/01 7 76000 2690
1 2 5/8/01 28
1 3 518/01 28
I 4 6/5/01 56
NORMAL CYLINDER 81ZE (IXt2. AREA 28 27act In. I,,=NLESS NOTED HERE TYPE "A" CONE FI~*.CTURE UNLESS INDICATED OTHERWlI~E IN NOTES TEST RESULTS COMPLY
WITH PROJECT SPECIFtCATION8 UNLESS INDICATE0 'I~JON-COMPLIANCE' iN NOTE~ FIELD TESTS BY $01LTECH ENGINEERING AND TEST~G. INC ARE PER ~,PPLICA~LE
ASTM ST~ND~,.RDS C13~. Cla3, C17;~ CZ31 CYLINDERS MOI. D~O AND CURED BY SDILT~CH ENGINEERING AND TEST~NO. INC ARE PER ASTM C31 TESTED PER &STM
~.z~L-I'ECH F.~INEEI~G AND TESTING, INC.
Perdue
anager
2502 Gravel Drive - For1 Worth, 'l'exes 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595_0708 fax
~/~ ~;~7 ~174~1~i~ SIERRA g0NTRA6T~RS PAGE
._S oilte.ch
Miller Sierra Constr~ctio~
4025 Woodland Park Blvd ENGINEERING'
Arlington, Texas 760:1. 3 & TES__TING, IN_C...
Project: Andy Brown Community Park
Project Date: 4/17/01
Project No: 01-026
Report No: 01-026.104
Report Date: 4/20/01
DAILY ACTIVITY REPORT
A Soiltech Engineering and Testing, Inc. representative was present at the
above referenced project. The technician was picking up and returning
test cylinders to the laboratory for curing and teshng.
SC ILTECH ENGINEEI~G AND TESTING, INC.
'~ames M. PerOue General Manager
2502 Gravel Onve · Fort Worth. Texas 76118 · 817 595_006~ telel3hone · 817.589.7279 metro - 817_59§ 0'/08 fax