S3-1_-_PRECAST_CONCRETE_FOOTING.pdf
PDF 69 KB Posted
- Attached to
- MAHOGANY CREEK CULVERT SUPPLY
- Solicitation number
- 140L2626Q0042
About this file
This document is a technical drawing specification for a precast concrete footing assembly designed for material handling and construction applications. The footing measures 11 feet 3 inches in length and 2 feet 6 inches in width, with a height of 2 feet. The assembly includes four ALP lifting eyes (model LPLE4T) for material handling purposes, positioned at strategic points along the footing length to enable safe lifting and installation during construction.
The precast reinforced concrete footing is specified as Class A with a minimum compressive strength of 4,000 PSI, minimum 4% air content, and reinforcing steel complying with ASTM A615 Grade 60. The footing incorporates number 4 rebar (8 pieces) at full length with 3-inch clear cover on each end, number 8 rebar stirrups spaced at 10 inches on center, and number 3 tension rebar (41 inches total length) positioned at each lifting pin location. The lifting pin eye anchor (model LPEA2TG) features an 1 1/8-inch radius with 6-inch minimum and 7.5-inch maximum clearance specifications. Additional connection plates are required for the middle footing location only. The drawings depict the overall precast concrete footing assembly, footing section details, footing section at lifting eye location, lifting pin specifications, and connection plate details at various scales (1/2-inch and 1-inch equals 1-foot proportions).
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Sol_140L2626Q0042_Amd_0001.pdf | ||
| Supplemental_Documents.pdf | ||
| Sol_140L2626Q0042.pdf | ||
| STOCKPILE_LOCATION_MAP.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
11' - 3"
2'
6"
5"
1' - 7 1/2" 1' - 0" 6' - 0" 1' - 0" 1' - 7 1/2"
LIFTING PIN EYE ANCHOR,
(4) PLCS, PER
CONNECTION PLATE, TYP.2
S3.1
S3.1
S3.1 5"
/5 S3.1
5" 5"
ADDITIONAL CONNECTION
PLATES FOR MIDDLE
FOOTING ONLY
2'
6"
#3 REBAR STIRRUP
@ 10" O.C.
CONNECTION PLATE
PER
8" 8" 8"
4"
#4 REBAR, (8) PLCS
FULL LENGTH OF
FOOTING. 3" OF CLEAR
COVER ON EACH END
/6 S3.1
3" CC3" CC
3" C
C
3" C
C 3" CC
CONCRETE FOOTING
2' - 0"
5" T
YP 3"
C
C
REBAR PER
(8) PLCS
/2 S3.1
2'
6"
8" 8" 8"
4"
CONCRETE FOOTING
2' - 0"
STIRRUP PER /2 S3.1
LIFTING PIN PER
#3 TENSION REBAR FOR
LIFTING PIN, 41" TOTAL
LENGTH PER /5 S3.1
/5 S3.1 ALP LIFTING PIN EYE
ANCHOR (LPEA2TG)
#3 TENSION REBAR,
41" TOTAL LENGTH
7 1/2" MAX
6" MIN
R 1 1/8"
NOTE:
INCLUDE A TOTAL OF (4) ALP
LIFTING EYES, MODEL LPLE4T, TO
ALLOW FOR MATERIAL HANDLING
AND CONSTRUCTION
8"
4"
2"
2"
2"
5" LONG #4 REBAR, (2) PLCS
3/8" A36 PLATE
1/4
60 KSI, TYP.
- PRECAST REINFORCED CONCRETE: CLASS A (AE),
F'c = 4,000 PSI MIN., 4% MIN. AIR CONTENT
- REINFORCING STEEL: ASTM A615 GRADE 60
GENERAL REQUIREMENTS
D
AT
E:
C H
K' D
B Y:
SHEET:
U N
IT
ED
S
TA
TE
S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
BU
R
EA
U O
F
LA
N D
M
AN
AG
EM
EN
T
ID
AH
O F
AL
LS
D
IS
TR
IC
T
ID
AH
O
AP
PR
O
VE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
D
ES
IG
N O
FF
IC
E:
PR
O
JE
C T
N O
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
O
VE
D
U.
S
. D E
PA
R
TM
EN
T O
F
TH
E
IN
TE
RI
O R
BU
RE
A U
O F
LA
N
D M
A
NA
G E
M E
NT
/2
2/
M . P
EP
PE
R M
AH
O
G
AN
Y C
R
EE
K C
U
LV
ER
T
IN
ST
AL
LA
TI
O
N
S3.1
V.
G
U
YE
R
D . K
IN
G
D . K
IN
G
ID
AH
O F
AL
LS
PR
EC
AS
T
C O
N C
R
ET
E
FO
O
TI
N G
1/2" = 1'-0"1 PRECAST CONCRETE FOOTING
1" = 1'-0"2 FOOTING SECTION
1" = 1'-0"3 FOOTING SECTION @ LIFTING EYE
1" = 1'-0"5 LIFTING PIN
1" = 1'-0"6 CONNECTION PLATE
| Sheets |
| S3.1 - PRECAST CONCRETE FOOTING |
File details come from the government source that posted it. Updated .