Valley R Baptist 2-LR020919CONCRETE COMPRESSIVE STRENGTH TEST � °° 'r��
Report Number: 94021265.0022 1 OUNG
81 Carpenter Service Date: August 21, 2002 Da as, T exas 75247 " Suite #too
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: September 19, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Proiect Number: 94021265
Material Information
Specified Strength:
Batch Time: 1:49pm
Supplier: LMC
Truck No: 468 Ticket No:
Mix I.D. No.:
Sample Information
Sample Time: 2:57pm Date Cast: August 21, 2002
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 5
Placement Method: Direct Discharge
Sample Locations: N side Manhole
Placement Location: Manhole Sewer Hole N side of Building
Field Test Data
Test
Result
Slump, inches:
4.00
Air Content, %:
3.7
Concrete Temperature, ° F:
94
Ambient Temperature, 0 F:
93
Plastic Unit Weight, pcf:
28.27
Laboratory Test Data
2
Specification
3 -5
N/A
Test Method
Set
Specimen
Diameter
Area
No.
ID
(inches) ( sq.
inches
1
1
6.00
28.27
1
2
6.00
28.27
1
3
6.00
28.27
1
4
6.00
28.27
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Average 4,490
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Joseph B. Gordon
Report Distribution: HBC Engineering
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockefle Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church Hu H. jest aa P.E.
Senior Project Ma
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Pane 1 of 1 o,- uwmo�- rmek.v
Age at
Maximum
Compressive
Date
Test
Load
Strength
Tested
(days)
(jbs)
(psi)
08/28/2002
7
99,750
3,530
08/28/2002
7
107,370
3,800
Average
3,670
09/18/2002
28
123,940
4,380
09/18/2002
28
130,060
4,600
Average 4,490
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Joseph B. Gordon
Report Distribution: HBC Engineering
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockefle Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church Hu H. jest aa P.E.
Senior Project Ma
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Pane 1 of 1 o,- uwmo�- rmek.v