ST9302-LR 990717TSCHNOLOGI~S IgC
Client:
Project:
Portland Cement Concrete
Mix Design Report
Ed Bell Construction
10605 Harry Hines Blvd.
Dallas, Texas 75220
At'm: Jay Simms
Concrete Mix Design
Sandy Lake Road
Identification: 5 sack slip form mix
Maxim Technologies Inc,
2,~75 Lone Star Dr.'
D~llu, Texas 7~,,222
TMe;. hone: (214) 631-2700
FAX: (2~ 4) 920489~
Project No.: 9863997
Report No.: 149416
Service Date: 7/17/99
Page 1 of 1
Requirements Design Specification
Compressive Strength (psi / days)
Cement Content (sack)
Slump (inches)
Water Cementitious Ratio (lbs/lbs)
Entrained Air Content (%)
3000 psi
5.0
3.0 max
0.51
5.0%
NA
N/A
NA
NA
NA
Materials I Source I Size or Tvne ; Specific Gravity
Cement Holman Cement Co.' Type I/ii' i 3.15
Fly Ash N/A N/A [ N/A
Coarse Ag~egate 1 1/2" Lattimore Crushed Stone i 2.67
Fine Aggregate Marock Natural Sand I 2.62
Admixture #1 WR Grace Water Reducer ASTM C494 NA
Admixture 02 WR Grace Air Entrainment ASTM C260 NA
Proportions Weight Absolute Volume
One Cubic Yard SSD Basis (lbs) (cubic Feet)
Cement 470 2.39
Fly Ash N/A N/A
Coarse Aggregate 1925 I 1.55
Fine Aggregate 1285 7.86
Water 240 3.85
Admixture # 1 Water Reducer ASTM C494 14.1 oz NA
Admixture #2 Entrained Air ASTM C260 3.0 oz 1.35
Totals 3920 27.00
Unit Weight of Fresh Concrete(lb/cubic foot): 145.2
Adjust water to maintain 3" slump.
Adjust air entraining agent to maintain 5.0% air content.
Weights are S.S.D.- Moisture Correction Required.
Jay ~a~/a~~C.E.~,., Lab~atory Manager
Constr~n Materials Engineering Division
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in flail without the
approval of the testing laboratory. The use of om. name must rei:eive written approval. Om' letters and reports apply only to the sample tested
and/or inspected, and are not indicative of the quantities of apparently identical or similar products.
TSCHNOLOGi~$ INC
Client:
Project:
Portland Cement'Concrete
Mix Design Report
Ed Bell Construction
10605 Harry Hines Blvd.
Dallas, Texas 75220
Atto: Jay Simms
Concrete Mix Design
Sandy Lake Road
Identification: 6 sack hand work mix
Maxim Technoioglas Inc,
2,~7~, ;ane Stat Dr.'
Dai]a,~ Taxaa
Tde~. hone: (2,14) ~31.~
FAX: (214) ~0-'.,~1
Project No.: 9863997
Report No.: 149417
Service Date: 071799
Page 1 of 1
Requirements Design Specification
!Compressive Strength (psi / days)
'Cement Content (sack) Equivalent
Slump (inches)
Water Cementitious Ratio (lbs/lbs)
Entrained Air Content (%}
3600 psi
N/A
4.0 max
0.44
~,0%
NA
N/A
NA
NA
}[ Materials I Source [ Size or Type [ Soecific Gravity
Cement Holman Cement Co. Type I/II 3.15
Fly Ash N/A N/A N/A
Coarse Aggregate 1 l/2 Lattimore Crushed Stone 2.67
Fine Aggregate Marock Natural Sand 2.62
Admixture gl WR Grace Water Reducer ASTM C494 NA
Admixture #2 WR Grace Air Entrainment ASTM ¢260 NA
Proportions ] Weight I Absolute Volume
One Cubic Yard SSD Basis (lbs) (cubic Feet)
Cement 564 2.87
Fly Ash N/A N/A
Coarse Aggregate 1925 11.55
Fine Aggregate 1180 7.22
Water 250 4.01
Admixture gl Water Reducer ASTM C494 16.9 az NA
Admixture #2 Entrained Air ASTM C260 3.0 az 1.35
Totals 3919 27.00
Unit Weight of Fresh Concrete(lb/cubic foot): 145.2
Adjust water to maintain 4" slump.
Adjust air entraining agent to maintain 5.0% air content.
Weights are S.S.D.- Moisture Correction Required.
Our letters and repons are tbr the exclusive use of thc client to whom they are addressed and shall not be reproduced except in full without the
approval of the testing laboratory. The use of our name must receive written approval. Out letters and reports apply only to the sample tested
and/or inspected, and ate not indicative of the quantities of apparently identical or similar products.
TECHNOLOGIES INC
Maxim Technologies Inc.
2575 Lone Star Drive
Dallas, Texas 75222
Telephone: {214) 831-2700
FAX: (214) 920-1891
CLIENT:
PROJECT:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
ED BELL CONSTRUCTION
10605 HA~RY HINES BLVD PAGE 1 OF 2
ATTN: ROBERT WEBBER
DALLAS, TX 75220 PROJECT NO.: 9863997
REPORT NO.: 149417
MIX DESIGNS DATE OF SERVICE: 7/17/99
SAId'DY LA/rE ROAD AUTHORIZATION:
REPORT DATE: 7/24/99
SERVICES: Test compressive strength specimens prepared to confirm strength properties
of the mix design.
PROJECT DATA
CONTRACTOR: ED BELL CONSTRUCTION CLASS OF CONCRETE: 6 sack hand work mix
CONCRETE SUPPLIER: DATE OF PLACEMENT: 7/17/99
SPECIFICATION REQUIREMENTS TIME SAMPLED: 9: 30~M SY: Gary Kamrath
STRENGTH: 3600psi @ 28 DAYS TEMPERATURE (DegF) - AIR: 79 CONCRETE: 79
SLUMP: 4" Maximum AIR: 5.0% TRUCK NO: N/A TICKET NO: N/A
MEASURED SLUMP (in.): 3.50
AIR CONTENT(%): 4.6%
LOCATION OF PLACEMENT:
Inlab Mix Design.
Sandy La~e Road.
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C192
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: ASTM C138
CAPPING/PADS: ASTM C1231
TESTING: ASTM C39
UNIT WEIGHT(pcf): 149.2
3600 PSI hand work mix.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days} {in.) (sq.in.) (lbs, force) (psi) FRACTURE TYPE
1 7/24/99 7 6.00 28.27 130170 4600 LTNBONDED CAP
2 7/24/99 7 6.00 28.27 126430 4470 UN-BONDED CAP
3 7/24/99 7 6.00 28.27 119650 4230 UI~BONDED CAP
4 8/14/99 28
5 8/14/99 28
REMARKS
1 6 8/14/99 28
Report Of Tests Continued On Page 2
1001 KJC
Our letters and reports ~re fo~ [he exclusive use of the client to whom they are addressed and she not be repteduoed except in
full without the approval of the testing laboratory. The use of our name must race ve our written approval. Our let'tara and reports
apply only to tbe sample tested and/o~ inspected, and are not indicative of the quantities of appare~ltly identical or similar ~'oducts.
ED BELL CONSTRUCTION
PROJECT NO. 9863997
DATE OF SERVICE: 7/17/99
REPORT NO. 149417
PAGE 2 OF 2
SET NO. i
REPORT OF TESTS (Continued)
ADDITIONAL COMMENTS
See report: ~ 149416 for time.
Technician: Gary Kamrath
Report Distribution:
~1~ ED sEuc CO.St.uCt~O.
1001KJC
Our la[tars end reports are for the exclusive use of the client to whom ~hey ere addressed and sllall not ~ r~,~ exceet in
full wither the approval of ~ Jesting laOota~y. The u~ of our name m~ r~ve.~ ~r,t[~ a~tgval. Our le~e~s a~ r~
apgly only to the sempe t~ a~/or ,~t~, a~ are ~t ~icatlve of t~e euantmes of adamantly ~dentic~ or s~mdar ~t~.
:T .... i' 'i i !
TECHNOLOGIES INC
Maxim Technologies Inc.
2575 Lone Star Drive
Dallas, Texas 75222
Te;ephone: {214) 831-2700
FAX: 1214) 920-1891
CLIENT:
PROJECT:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
ED BELL CONSTRUCTION
10605 EARRY HINES BLVD PAGE 1 OF 1
ATTN: ROBERT WEBBER
DA3~LAS, TX 75220 PROJECT NO.: 9863997
REPORT NO.: 149416
MIX DESIGNS DATE OF SERVICE: 7/!7/99
SA/~DY LAKE RO~LD AUTHORIZATION:
REPORT DATE: 7/24/99
SERVICES: Test compressive strength specimens prepared to confirm strength properties
of the mix design.
PROJECT DATA
CONTRACTOR: ED BELL CONSTRUCTION CLASS 0FCONCRETE: 5 sack slip for mix
CONCRETE SUPPLIER: DATE OF PLACEMENT: 7/17/99
SPECIFICATION REQUIREMENTS TIME SAMPLED: 8: 15AN BY: Gary Kamrath
STRENGTH: 3000psi @ 28 DAYS TEMPERATURE{DegF)-AIR: 76 CONCRETE: 79
SLUMP: 3" Maximum AIR: 5.0% TRUCK NO: N/A TICKET NO: N/A
MEASURED SLUMP {in.): 3.00
AIR CONTENT(%): 5.0% UNIT WEIGHT{pcf): 149.2
LOCATION OF PLACEMENT:
Inlab Mix Design. 3000 PSI slip form mix.
Sandy Lake Road.
METHOD OF TEST
SAMPLING: ASTM C- 172
MOLDING & CURING: ASTM C192
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: ASTM C138
CAPPING/PADS: ASTM C1231
TESTING: ASTM C39
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED {days) (in.) (sq.in.) (lbs. force) {psi} FRACTURE TYPE
1 1 7/24/99 7 6.00 28.27 127030 4490 LTSTB OND ED CAP
1 2 7/24/99 7 6.00 28.27 118420 4190 [TN-BONDED CAP
1 3 7/24/99 7 6.00 28.27 121300 4290 UN-BONDED CAP
1 4 8/14/99 28
1 5 8/14/99 28
REMARKS
8/14/99 28
Technician: Gary
Report Distribution:
(1) ED BELL CONSTRUCTION
10~1 KJC
Kamrath Started: 7:00AM Stopped: ll:30AM
N~.
Our lectel's and reports are roi' the exclusive use of the client to whom they are adclressed and Shel no"be reproduced excel)t n
full wtthou[ the approval of the testing Iai)oratory. The use of Our name must rece,ve our written approve Our alters and reports
apply only to the sample tested and/or insl)ected, anti are not indicative of t~e Cluant;ties of apparently iclenlicel or sirn~ie¢ prnducts.