PA9702-LR000427CONCRETE COMPREu IVE STRENGTH TES
a division
8901 Carpenter Frwy., Suite ~1~
Date of Service: 03/28/20~ Report No.: 0008311 Report Date
04/27/20~
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: CoppellAquatic~reationCtr
Atm: Bra~Reid
732 DeForest 3~ Block of P~kway Blvd
Coppell TX 75019 Coppell, Texas~rj. ~6051
Services: Ob~in samples offresh concrete at the placement l~afions, peffo~requ~ed field test and cast
compresslye strength samples.
PROJECT DATA
CO~OR: ~$aW ~ Assoc. ~ I.D.: N/A
CONC~SUPPL~R: NelsonBrothers P~CE~DA~: 03/28/2~ BATCHT~: 7:52am
~LA~: ~wisville T~SA~LED: 8:15~ nY: JoeyGordon
SPEC~ICATION ~QUI~S ~R CO~ffIONS: Clear
ST~NGTH: 3~ psi ~ 28 Days TE~E~ (~ - AIR ~ F CONC~: 73 F
SLY: 5.0" Max TRUCK NO: ~07 TIC~T NO: N/A
Am: N/A AmCO~(~): N/A UNIT~IGHT,(p~: N/A
TnS~ ~OD: ASTM C- 143 ~ACE~ LOCA~ON:
~k of p~l
ASTM C-172
ASTM C-39 S~led from
SABLE LOCATION: Pool deck
PORT OF TESTS ACC A WVA S:
CYLINDER MEASURED MAX~[UM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inch~) TESTED (days) (lbs. force) (psi) TYPE
1 1 4.00 0410412000 7 104670 3700
1 2 4.00 04/04/2000 7 106010 3750
Average 3730
1 3 4.00 04/25/2000 28 1455 10 5150
I 4 4.00 04/25/2000 28 140210 4960
Average 5060
Technician: Joey Gordon Started: 7:00am Finished: 9:00am I'~ E g, Inc.
Report Distribution:
( 1 ) Ciiy of Coppell ( l ) City of Coppell * Engineering
(1) Bfinkley Sargent Architects (1) City ofCoppell - Bldg. Insp. Paul D. Smith, P.E.
(1) Turner Engineers (1) City of Copper - Leisure Serv Dept Senior Project Engineer
(1) Hisaw & ASsociates
This veporl is exclusively for the Use of die Client indicated above and shall not be reproduced except in full widiout the written approval of HBC Engineering, Inc.
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