PA0101-LR010516~/1~/2001 12:89 8174G1883G SIERRA CONTRACTORS PAGE 82
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client: Miller Sierra Construction Work Order Number. 4171
Project: 01-026 Andy Brown Community Park Rel:)ort Number: 01-026.107
SPECIFICATIONS PROJECT DATA
Strength (1~,) 3(XX) PSI {~ 28 days Date of Piac, ement 4113/2001
Slump(m ) 4-6 Sampled by Contractor Made
Air Content(%) .NA !Weather. Sunny & warm
Concrete Tamp(F): Not to exceed 95' isup~,er~ix: LMC
FIELD DATA SE? # 1
T~¢kel #: NA Time Batched: Time Sampled:
Slump (~n). NA A~r Content- NA Unit Weight (p~--~: NA
Concrete Tamp(F]: " NA Air Temf) (F)' NA Yardage: 0
LoCation/Remarks' Side walk NW side of park
SET CYL DATE AGE MAX LOAD STRENGTH TEST CYLINDER NOTES
NO NO. TESTED (days) (lbs) (psi) RESULT SOURCE
1 1 4/2012001 7 77000 27'20
1 2 5111t2001 28 133000 ~700
1 3 5/11/2001 28 125000 ~420
1 4 616/2031 56
NORMAl.. CYLINOER SIZE 6.~.12. AREA.28 27~q ~n. UNLESS NOTED HERE TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES TEST RESULTS COMP',.¥
WITH PROsECT ~;13'ECII;IC.,~.'[.~ uNLESS INO~C~?~D 'I'~ION-COMPtJ&NCE" IN NOTES FIELD TESTS BY SOILTE(".,I.,I ENGINI;ERING ANC TESTING. INC ARF_ Pt[R
APPUCABLE ASTM STANDARDS C135 C143 C172 C231 (:YI. INOER$ MOLDED AND CURED BY $OILTECH ENGINEERING AND TESTING 'NC ARE ;=ER JI,~TM C3' TE.C~TEO
SOII]I'ECH ENGINEERII ( AND TESTING, INC.
General Manager
2502 Gravel Dr;ye · Fort Worth. Texas 76118 · 817.59,5 0064 telephone. 817 $Sg.7Z7g metro · 817.595.0708 fax
DS/iB/Z~i 12:~9 9174518836 SIERRA CONTRACTORS PAGE 03
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Cl~nt M~fler Sierra Construction Work Order Number: 4134
Prolect' 01-028 Andy Brown Community Park Report Number: 01-026 105
~P'ECIFICAT)ONS PROJECT DATA
Strength (DS~): 3000 Date of Placement: 4/10/2001
SlumD(in.) 5 $~mpled by. O Boyd
A r Content(%): NA Weather' Sunny & Watt
Concrete TareD(F) NA S upl~ller/X4ix: Henson/9339
FIELD DATA ~E? # 1
T~cket #: 624991 Time Bat;hed: 12:30:00 PM Time Sampled
Slump ('in.). 6 Air Content' NA Umt Weight ('pcfl' NA
Concre{I TImp(F): 84° Air Taml3 I'F)' 80' YIrdIge. 10
Loc~t~on/Remark$' S~ewalk E. Side of Moore- 450'N &90'E of SE Corner of Moore & Parkview
8ET CYL. DATE AGE ' MAX LOAD STRENGTH TEST CYLINL~ER NOTES
NO. NO. TESTED (days) ~ (IDS) (Dsi) RESULT SOURCE
1 1 4/1712001 7 ?6(300 2690
1 2 5/8/2001 28 113000 4000
~ 3 51812001 28 100500 3560
I 4 6/5,-'2001 56
NORMAL CYLINDER SIZE 5x12. ,M;.EA'2S 27~1. m UNLESS NOTED HERE TYPE "A"CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES TE~T RESULTS COMPLv
WITH P~OJECT 8PECIF~ATIONS UNLESS INDICATED "NON-CO~LI~NCE" IN NOTES FIELD TEST~ BY 60~LTECH ENGINEERING AND TESTING ~NC ARE PER
~LICABLE ASTM STANDARDS C'~. C143. C~ 72 C231 CYLINDERS MOLDED AND CURED BY SOtLTECH ENGINEERING AND T~STING INC ARE ~ER ASTM C31 TESTED
SO~TECH E~EER~ AND TESTING, INC.
~eneral Manager
2502 Gravel Drive · Fort Worth. Texas 76118 · 817.595 0064 telephone · 817 589.7279 metro. 817.5950708 fax