HomeMy WebLinkAbout3600 S College Ave - Special Inspections/Engineering - 10/03/19951 ferracon
Compressive Strength Test Report
In substantial accordance with ASTM atanc ards..cap, where noted
Consultants, Inc.
301 North Howes Street
Fort Collins, CO 80521 Terracon Project No. 20953083
1970)-484-0359 Report No. 14 Ale—,
Client ROCHE CONSTRUCTION project 1ST CHOICE BANK
2164 35TH AVENUE COLLEGE 6 HORSETOOTH
GREELEY COLORADO 80634 FORT COLLINS, COLORADO
Attn: DARREL MCALLISTER
Field Mix Data
SampleDate: 10/02/95 Time: 7:55 A Material: (concrete, grout mortar) CONCRETE
Sampled by: T. HOWLETT Design Strength at 28 days 3000 psi -
Placement Description: SECOND FLOOR SLAB Material Supplier: POUDRE PRE -MIX
Delivery Ticket No: 181042 Truck No.: 32
Mix I.D. No.: 5' SACK
Sample Location: SECTION 4F Coarse aggregate size: 3/4"
Admixtures:
Placement Method: DIRECT DISCHARGE
(direct discharge, crane anal bucko, pumol
Field Test Data
Test
Result
- Slump, in.
3-3/4
Air Content, %
3.5
Concrete Temperature, or
72
Ambient Temperature, of
43
Plastic Unit Weight, pcf
Laboratory Test Data (ASTM C 39)
Nominal Specimen Size
Specimen No.
Specimen Size-, inches' -
Cross -Section Area, sq.
As Received Specimen l
Tested By
Date Tested
Age at Test, days
Fracture Type
Min, Compressive Stren,,
Total Load, lbs.
Compressive Strengtl
Comments:
C Y 1 2
Batch size (cu.yd.): 8 Cu.Yd placed: 40
Water added on site, gal.: 6
Batch time: 7 : 09 AM Time in mixer, min.: 46
(the preceeding information obtained from delivery ticket)
Specification
Date submitted to laboratory 10/03/95
1
2
3
4
- --- -
- 6.00 --
--5.99- -
- 6.00
-- 6.00
inches
28.27
28.18
28.27
28.27
Vt., lbs.
PB
PB
SO
SO
10 05 9510
09 9510
30 9510
30 95
3
7
28
28
a
a
a
a
Ith, psi
3000
3000
102 1500
1-19 000
144 000
146 000
I, psi
3630
4220
5090
1 5160
Distribution: (2) ROCHE• (1) COFC• (1) PPM;
W RZIM N
a b c d e If u
Fracture Types
Notes:
v❑I Field mix and field mat data provided by others
u�J Field tam data by Te... con in submantial accordance
with sampling ASTM C 172. Leath, Specimens C a1,
Slump C 143, Air Content C 173 or C 231. Tempinith e
C 1064, Unit Weight C 136.
Reviewed by: Mike Walker
Manager of Const. Services
I rerracon
Consultants, Inc.
301 North Howes Street
Fort Collins, CO 80521
1970p484-0359
Compressive Strength Test Report
In subsantial accordance with ASTM Standards accept where retail
Terracon Project No. 20953083
Report No. 13
Client ROCHE CONSTRUCTION Project 1ST CHOICE BANK
2164 35TH AVENUE COLLEGE & HORSETOOTH
GREELEY COLORADO 80634 FORT COLLINS, Co ORADO _
Atm: DARREL MCALLISTER
Field Mix Data
" - --—Sample'Date:-09-/-29/95-- Time:-8-:30_A_- Material:_b.h.ce,a,«n.monarl_CONCRETE
Sampled by; S. OUELLETTE Design Strength at 28 days 3000 psi
Placement Description: DECK POUR Material Supplier: POUDRE PRE -MIX
SOUTH HALF OF SECOND FLOOR Delivery Ticket No: 181013 Truck No.: 22
Mix J.D. No.: 3000
Sample Location:
Placement Method: PUMP
Idirect discharge, crane and bucket, pump)
Field Test Data
Test Result
Slump, in. 3
Air Content, % 2.8
Concrete Temperature, OF
Ambient Temperature, OF
Plastic Unit Weight, pcf
Laboratory Test Data (ASTM C 39)
Nominal Specimen Size
Specimen No.
Specimen Size, inches
Cross -Section Area, sq. inches
As Received Specimen Wt., lbs.
Tested By
Date Tested
Age at Test, days
Fracture Type
Min. Compressive Strength, psi
Total Load, lbs.
Compressive Strength, psi
Comments:
Coarse aggregate size: 3/4"
Admixtures: 1/802 AEA
Batch size (cu.yd.): 8 _ Cu.Yd placed: 48
Water added on site, gal.:
Batch time: 7 : 41 AM Time in mixer, min.: 50
(the preceadirp information pbtaaneel hem barony ticket)
Specification
e.,io nano cuhmitted to l Ihhmt.ry 09/30/95
1
2
3
4
6.03
6.00
6.00
6.00
28.56
28.27
28.27
28.27
so
PB
SO
SO
10 02 9510
06 9510
27 9510
27 95
3
7
28
28
a
b
b
a
3000
3000
95 500
115 000
138,500
140,000
.
3340
1 4070
4900
4950
Distribution: (2) ROCHE• (1) COFC• (1) PPM)
00ZH ' D
a b e d is f u
Fracture Types
Notes:
❑ Field mix and field test date provided by others
® Field test data by Taracco in substantial accordance
with sampling ASTM C 172. Casting Specimens C 31.
Slump C 743. Aar Convent C 173 or C 231, Temperature
C 1064. Unit Weight C 138.
Reviewed by: Mike Walker
Manager of Const. Services