Gulf Bearing-LR 950615Huntingdon,
Engineering and Science for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 24872
PROJECT: Gulf Bearing DATE OF SERVICE: 5/18/95
Coppell, Texas AUTHORIZATION:
REPORT DATE: 6/15/95
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers O'Brten
CONCRETE SUPPLIER: Lattimore
PLANT: 6
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Nuaber 16
DATE OF PLACEMENT: 5/18/95
]]ME SAMPLED: 11: 30AM BY: Frank Tisdale,
TEMPERATURE ('F) - NR: 69 CONCRETE: 74
TRUCK NO: 390 TICKET NO: 6016822
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Piers B/2 and B/3.
GET
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED ~davs} (lbs. force) (psi)
1 1 6.00 5/25/95 7 99720 3530
1 2 6.00 6/15/95 28 · 135060 4780
1 3 6.00 6/15/95 28 128360 4540
1 4 HOLD HOLD
REMARKS,
ADDITIONAL COMMENTS:
Technician time recorded on report number 24873.
Technician: Frank Ttsdale, CET
Report Distribution: ~
HUNTINGDC N LABS
(1) GuLf Bearing, Inc. (1) City of Coppett
(1) Gromatzky, Oupree & Associates (1) City of Coppelt
(1) Brockette, Davis, Drake
(Z) Rogers O'arien
(1) Southwestern Labs
Our etters and reports .are. f.or the excl.us, lve use ofthe client .to whom they .are ad. dressed a..qd shall not .be repr.o..duced e~.ce~t ~
fu wtthout the approva~ oT me testing ~oratory: ~n.e use o! ~u.r. na.m.e m~s3 recelv%.9_ur_ _wt, ~_eg__aJ~[.oyg~_u~'_, ~_e?_%r_s ,a_.na~rroe~ss
apply only to the sample tested and/or tnspectea, aha are not inalca~ive o! me ClUanaae$ o~ appmenuy ~uenucm ~ ai,,~ I~uu~,,~ .
Huntingdon
Engineering and Science for a Safer Environment
Huntinguon · Southwestern Laboratories
2575 Lone Star Dr.. P.O. 8ox 224227
Dallas, Texas 75222
Telephone:, (214) 631-2700
FAX: (214) 920-1891
REPORT OF
REINFORCING STEEL INSPECTION
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 26206
DATE OF SERVICE: 6/13/95
AUTHORIZATION: Ongoing
REPORT DATE: 6/15/95
SERVICES: Reinforcing steel inspection.
REPORT OF TESTS
On this date, reinforcing steel was observed for proper size, placement and
alignment prior to concrete placement. The results of this inspection are
attached and were furnished to the contractor at the time of inspection.
Time: 2:30 pm to 4:30 pm
Technician: Frank Tisdale, CET
Report Distribution: HUNTINGDONeSOUTHWESTERN LABS
(1) Gutf Bearing, Inc. (1) City of Coppett
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs
1~19)jsSouthwestern Labs
Our letter5 and report5 are for the excl.us, ive use of_the client .to w~om they .are ad, c~ressed ~ shall not .be repr.o~l, uced ex. capt In.
full without the approval o.f th.e .testl.n.g m. ooratpry.. I n.e use o! 9u[.na.m. · m~s.t~ recelv_e.,.9?_ _wt, _m_e_n_.a_p_p.[.o,v~,:~,_c~.,r ie.~se[mSl~ra~orro~uc~
apply only to the sample Tested anD/or itqspec~eo, and are not irlolCa[ive oTme quanuuea o, u[~paiu.uy ,u~,,u~, u, a p ·
V~UTHWESTERN LAB~:IATORIEIS
Materials, environmental and geotechnical engineering, nondestructive, metallurgical and analytical services
2575 Lone Star Drive · P.O. Box 22~,227, DaLLas, Texas 75222 · 214/631-2700
REPORT OF
REINFORCING STEEL INSPECTION
CLIENT:
PROJECT=
Client No.:
Report No.:
Date of Service:
Page / of
SERVICE: Perform reinforcing steel inspection as detailed below.
INSPECTION RESULTS
Lobation and Items Inspected: ~/~-~/J-~-~ ~/~'~-f'.- .~ //~'~( ~'
ITEMS 'INSPECTED: CORRECT INCORRECT iTEMS INSPECTED: CORRECT INCORRECT ITEMS INSP~:u-r-:u: CORRECT INCORRECT
Placing Drawings Bar Length Column Ties Properly
Approved ~ and Shape ~ Tied and Spaced
Bar Size &./ Proper Bar Placement / Stirrup Spacing/Type
Bar Grade &,-' Properly Tied / ~. Welded Splices
Rebar Clean t,-' Dowel Bars in Place ~ Mechanical Splices
Form Clean ~.-" proper Bar Supports ~-"~ Proper Cover
No. of Bars &/' Lapped Splices
Discrepancies / Comments:
132
SOUTHWESTERN LABORATORIES~ INC.
Huntingdon
Engineering and Sdence for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dales, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 26156
DATE OF SERVICE: 6/12/95
AUTHORIZATION: Ongoing
REPORT DATE: 6/15/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Lime treated subg.
" " "26121
.... "26129A
METHOD OF TEST:
DENSFFY: ASTM D2922
MOISTURE: ASTM D3017
PROJECT DATA
MATERIALS
26095 Dk.grayish brown clay Lt
Dk.bwn. cl. w/tan cl. sandy Lt
Bwn. cl. w/some gravel Lt.
SPECIFICATION
DENSITY: 95% Dr7 Density
MOISTURE/DENSITY RELATIONS
OFnMUM MAXIMUM
MOISTURE % DENSITY pd
24.5 93.0
19.0 103.0
20.0 99.0
MOISTURE: -1% to +4% opt.
TEST
NO
1.
2.
3.
4.
LOCATION
40' N. 80' E. of S.E. bldg.
corner, subgrade.
140' N. 80' E. of S.E. bldg.
corner, subgrade.
240' N. 90' E. of S.E. bldg.
corner, subgrade.
340' N. 80' E. of S.E. bldg.
corner, subgrade.
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
(%) (%) (Pcl) (Pct) (% ma~,) ,
24.9 24.5 90.0 93.0 97
23.5 24.5 89.0 93.0 96
27.8 24.5 88.8 93.0 95
24.1 24.5 92.1 93.0 99
Report Of Tests Continued On Page 2
1007 JS
Our letters and reports are for the excl.us, lve use ofthe client .to whom they pre ad. dressed a. nd shall not .be ,[repr.o~uced ex~cept 19
ful .wlthqut the approval o.f t.~ .testlp, gm. ooratpry: in.e use o! pu..rna.m.e mtJs~ recelv_e,..gue
apl~y only to the samp4e ~estea aha/Or inspeclea, ana are not inolca! ve oT~ne quarmaes
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/12/95
REPORT NO.
PAGE 2
26156
TEST
NO
8.
9.
10.
13.
14.
15.
16.
17.
18.
REPORT OF TESTS (co. tinued)
LOCA~ON
120' S. 80' E. of N.E. bldg.
corner, subgrade.
N.E. approach, 55' S. 125' E.
of N.E. bldg. corner, subgrade
(retest).
95' S. 115' E. of N.E. bldg.
corner, subgrade (retest).
215' S. 125' E. of N.E. bldg.
corner, subgrade (retest).
410' S. 100' E. of N.E. bldg.
corner, subgrade (retest).
480' S. 120' E. of N.E. bldg.
corner, subgrade (retest).
45'S. 85' E. of S.E. bldg.
corner, subgrade.
Royal Lane a the N.E. entrance
middle of turn island,
subgrade.
Retest ~9, this report.
Retest #9, this report.
Retest ~10, this report.
115' N, 105' W. of N.E. bldg.
corner, subgrade.
125' N. 180' W. of N.E. bldg.
corner, subgrade.
FIELD OPTIMUM FIELD
MOISTURE MOISTURE DENSITY
(%) {%) (Pcf)
MAXIMUM
DENSITY DENSITY
(Pcf) (% max)
24.0 24.5 89.1 93.0 96
24.7 24.5 89.4
27.0 24.5 88.0
21.1 19.0 97.9
20.2 19.0 91.7
26.0 * 19.0 92.9
22.7 19.0 98.1
25.6 * 20.0 93.0
23.5 * 19.0 85.9
20.7 19.0 97.6
22.7 19.0 98.5
93.0 96
93.0 95
103.0 95
103.0 89
103.0 90
103.0 95
99.0 94
103.0 83
103.0 95
103.0 96
28.0 24.5 91.7 93.0 99
23.0 19.0 98.1
120'N. 50' E. of N.W. bldg.
corner, subgrade. 25.1 * 19.0 94.2
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted on page 1.
103.0 95
103.0 91 *
Technician: Frank Tisdale, CET Started: 10:00AM Stopped: 04:30PM
Report Distribution:
HUNTINGDONeS( LABS
(1) Gutf Bearing, Inc. (1) City of Copper[
(1) Gromatzky, Oupree & Associates (1) City of Coppett
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs '
0gpj outh..st.r.
~.,r letters and reports .are f..or t. he..excl.us, ive u. se of_the client .to whom they .are ad. dressed agd shall not .beze~pr.o_d~u_ced__ex~c_e_p_t_ln.-
II .wffhqut.thq.approvw o.f m. e3estLn, gm. oormgry.. ~n.e use OT pu[nam, e m[Js3 recmvq..gur w;r~en ~__W..o~,.
apply only tO the sample testea ana/or inspectea, ana are not indicative Dime quammes oT apparenuy iQerliiGau or ~lmll~lr
Huntingdon
Engineering and Science for a Safer Environment
REPORT OF
IN-PLACE DENSITY
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dales, Texas 75222
T~ephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT: Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 26125
DATE OF SERVICE: 6/10/95
AUTHORIZA1]ON: Ongoing
REPORT DATE: 6/15/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Lime treated subg.
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
PROJECT DATA
MATERIALS
26095 Dk. grayish bwn.cl.L.T.
26121 Dk. bwn.cl.w/tan sandy
clay L.T.
SPECIFICATION
DENSITY: 95% Dry Density
MOISTURE/DENSrTY RELATIONS
OFT]MUM MAXIMUM
MOISTURE % DENSITY Dcf
24.5 93.0
19.0 103.0
MOISTURE: -1% to +4% opt.
NO
REPORT OF TESTS
LOCATION
N.E. aproach, 55' S. and 125'
E of N.E. bldg. corner, subg.
95' S. and 115' E. of N.E.
bldg. corner subgrade.
215' S. and 125' E. of N.E.
bldg. corner subgrade.
325' S. and 130' E. of N.E.
bldg. corner subgrade.
FIELD OPTIMUM FIELD MAXJMUM
MOISTURE MOISTURE DENSrrY DENSITY DENSITY
(%) (%) (P~ (Pcfl (% max)
24.8 24.5 86.5 93.0 93 *
28.7 * 24.5 83.0 93.0 89 *
21.7 19.0 90.7 103.0 88 *
25.4 24.5 88.6 93.0 95
Report Of Tests Continued On Page 2
1007 JS
Our letters and reports are for .t~e..excl.us. lve .use of_the client.to whom they .are
full without the approval of the Testing la. ooratory: ~n~. use cT. pu[na.m.e mfs.[ re_c.e[v_e.~9_u_r
apply only to the sample tested and/or inspecte(], ano are not 113OlCaltve cT[ne quanuue~
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/10/95
REPORT NO.
PAGE 2
26125
REPORT OF TESTS (co. tinued)
MAXIMUM
DENSrTY
FIELD OPTIMUM FIELD
TEST MOISTURE MOISTURE DENSITY
NO LOCATION
5. 419'S. and 100' E. of N.E.
bldg. corner subgrade. 22.0 19.0 89.8 103.0 87
6. 480'S. and 120' E. of N.E.
bldg. corner subgrade. 24.2 * 19.0 86.1 103.0 84
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted on page 1.
DENSFTY
~rna~
Technician: Frank Tisdale, CET Started: IO:00AM Stopped: 05:00PM
Report Distribution:
HUNTINGDONeSC iN LABS
(1) Gutf Bearing, Inc. (1) City of Coppett
(1) Gromatzky, Oupree & Associates (1) City of Coppett
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs
1~17)jsSouthwestern Labs
Our ,e~e~s an~ reports .are.f.m' ~e .excl.usjve yse o,_the client .to w~om mey
~ ~ ~ approval o! the [e$~ laboratory, ine use o~ . me mu$~ renew
nd ~r ins ected and are not nd~tlve of the quantlt,es of
apply only to the sample tested a / p , '
Huntingdon
Engineering and Sdence for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 24892
PROJECT: Gulf Bearing DATE OF SERVICE: 5/18/95
Coppell, Texas AUTHORIZA~ON: Ongoing
REPORT DATE: 6/15/95
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Latttmore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 4000pst @ 28 DAYS
SLUMP: 5" Max.
AIR: 3-6%
METHOD OF TEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 40
DATE OF PLACEMENT: 5/18/95
TIME SAMPLED: 03:45PM BY: Frank Tisdale,
TEMPERATURE ('F) - AIR: 74 CONCRETE: 75
TRUCK NO: 574 ~CKET NO: 7009852
AIR CONTENT(%): 5.0
LOCATION OF PLACEMENT:
Royal Lane, south bound, right hand lane,
storm drain tie-in, Line B, Sra. 0+00,
paving repair.
CET
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 1 5. O0 5/25/95 7 108120 3820
1 2 5.00 6/15/95 28 125680 4440
1 3 5.00 6/15/95 28 131940 4670
1 4 HOLD HOLD
REMARKS
Technician: Frank Tisdale, CET Started: 03:30PM Stopped: 04:30PM
Report Distribution: HUNTINGDONeSOUTHWES,I'F,,B~ LABS
(1) {~utf Bearing, Inc. (1) City of Copper[
(1) Gromatzky, Oupree & Associates (1) City of Copper[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
. n oo, ..
(1) Southwestern Labs
(1) Southwestern Labs
1(x}1 LW
Our letters and reports .are for .the ..excl.us. lve .use of the client .to whom they .are ad. dressed _a~__s_h~_L__r~..t_,be
fu without the approval of the teetlng m. ooratqry; ir~. use o! .ou[..na.m.e m~is.~ fece~v_e.~_g~r- _wt, ~E_n_.a~__~r,.y¥~a~k~_~
apply only to the sample tested end/Or mspectea, eno are not it~llCatlV~ OT[I~ qU~ltltl~ O! ~.]~I~IelIU)' IU~II[I"~&~I U! al p ·
Huntingdon
Engineering and Science for a Safer Environment
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dalb~s, Texas 75222
Telephone: (214) 631-2700
FA,~ (214) 920-1891
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 26024
PROJECT: Gulf Bearing DATE OF SERVICE: 6/08/95
Coppell, Texas AUTHORIZA~ON: Joe
REPORT DATE: 6/15/95
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers 0 ' Brten
CONCRETE SUPPLIER: Latttmore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
AIR: N/A
METHOD OF TEST: ASTM C- 3 9
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/08/95
~ME SAMPLED: 06: 55~ BY: DwaTne Palmer
TEMPERATURE ('F)-/UR: 80 CONCRETE: 81
TRUCK NO: 391 TICKET NO: 7010549
AIR CONTENT(%): N/A
LOCA~ON OF PLACEMENT:
Building slab @ 2.8-D.
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
1 1 6.00 6/15/95 7
i 2 7/06/95 28
1 3 7/06/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (ps~
92160 3260
REMARKS
Technician: Dwayne Palmer Started: 05: 30AM Stopped: 11: 30AM
CME Technician
Report Of Tests Continued On Page 2
1001 LW
Our letters and reports pre. f.or ~..excl.usJve u. se of_the client .to whom they pre addressed _an~d_ s_ha_ll___nj~,~_,be ~ra_pr.o_~du_c._ecl__e~.c~ePtrm~t~a
full wffhout the approva! o! me tesang ~.r)ora~ory.. in.e use o! ~.m,e
apply only to the sample tested and/or inspecteo, ano are ncx inolca[ive orrne
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OFSERVICE: 6/08/95
REPORT NO.
PAGE 2
SET NO. 2
26024
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Latttmore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000ps£ @ 28 DAYS
SLUMP: 4-6"
AlE: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE
(Continued)
STRENGTH
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/08/95
TIME SAMPLED: 08: 25AM BY: D~ayTte Palmer
TEMPERATURE ('F) - AIR: 81 CONCRETE: 85
TRUCK NO: 310 TICKET NO: 7010560
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building pad @ 5.8-B.
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH
(inches) , TESTED (days) (lbs, force) (ps~
2 1 6.50 6/15/95 7
2 2 7/06/95 28
2 3 7/06/95 28
2 4 HOLD HOLD
96960 3430
REMARKS
Technician: Dwayne Palmer Started: 05:30AM Stopped: ll:30AM
CME Technician
Report Of Tests Continued On Page 3
1001 LW
Our letters and reports are for the exclusive use ofjLhe client to whom they are a~ldressed and shall not be reproduced ex. cept in
full .withqut the epprova. I of t.he.testi..ng I~.botat~y: TI~9 use o.f..cuba..m.e mps..t recesv~..pur w;Itten apR,r.o~_.,_O~_'. [e_U_e,r_s,,a_.na__r_e,PuO~rt~s
apply only to the sample tes~ea ano/or mspectea, ana are not Ina~catlve oTme quan~mes O! apparemly laerm~u ~ ~lm#~t' p~,~Ju~.[ .
Huntingdon
Gulf Bearing, Inc.
CUENT NO. 3200037
DATE OF SERViCE: 6/08/95
REPORT NO.
PAGE 3
SET NO. 3
26024
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Latttmore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000pst @ 28 DAYS
SLUMP: 4-6"
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/08/95
TIME SAMPLED: 10: 35AH BY: D~a)rne Palmer
TEMPERATURE ('F) - AIR: 86 CONCRETE: 87
TRUCK NO: 280 ~CKET NO: 7010570
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building Pad @ 7.8-C.
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MEASURED MAXIMUM COMPRESSIVE
SLUM P DATE AGE LOAD STRENGTH
(inches) TESTED (days) (lbs. force) (psi)
3 1 6.00 6/15/95 7
3 2 7/06/95 28
3 3 7/06/95 28
3 4 HOLD HOLD
84390 2980
REMARKS
Technician: Dwayne Palmer Started: 05:30AM Stopped: ll:30AM
CME Technician
Report Distribution:
HUNTINGDC N LABS
(1) Gutf Bearing, Inc. (1) City of Coppett
(1) Oroatatzky, Oupree & Associates (1) City of coppett
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs '
(1) Southwestern Labs
1001 LW
~Ot~..r etters and reports .are for the..excl.us, lve use ofthe client .to whom they .are ad. dressed a_nd shall not .be _reprp.d. uced ex. cept
II ~.th~..approva.~ qf ~ .test.m.g ~.oorat.ory: in9 use CT pu[na.m.e m~s..~ rece~v~...~ur wt. r~en
apply only to me sample testecl ano/or inspecteo, ano are no~ inolca~lve ot'~e qual~ltle$ cT apparermy