5. Appendix D - P401 Information and CMP FormsKalispell City Abort — North End Surfacing Improvements
Plant Mix Bituminous Pavement — Payment Adjustments Summary
P-401, Plant Mix Bituminous Pavement Mix Design
Certificate of Asphalt Cement Properties
Independent Laboratory Asphalt Cement Property Results
Construction Management Plan, P-154 Testing Frequencies
Construction Management Plan, P-208 Testing Frequencies
Construction Management Plan, P-401 Testing Frequencies
Final Report Appendix D
N LO
f` N
O O
M
Mlr(O
M
M h
N CV
0 0
CV
M V
V) r-
r V
M
N -
rn °�
t` 00
W
�u-io�
'0
0
N
N
N
Omni
N
(D
O oO
N
D1 �
N
r, rO
N
CC)
O
O O
O O
O
O
C C
C C
C C
O O
O O
O O
cm
C
•C
U U
5 0
0 0
'>
�vv-g-o-0va
3 7
7
7 J
(p
�,aaaa`n.a
0 0
0
0 0
b
~
O 7
7
7 7
0
IL tL
L
tL a
IL U-
°-
N
r- N
N a
M h
M
,It
V O
N O
M am
N
n V
O� W.
(O W.
(D
(O M
o
n (n
(n (O
(O o
CO
rnwr�ml�ml-
oo
N
N m
0 0
W LO
N
N
O �f
CO N
co co
CD
00
W O
O W
M 6
M
N
cMD r0
�
� (D
N
N 1-1
V N
w�
C:l0Un(r'((�'(noo
C. o
o Cl
o
o
N
O O
O
C
O O
o
!C4MN
�MMMMM
2
N
0
co
h
C`!
A
h
E N G I N E E R I N G
222 North 32"d Street
P.O. Box 31318
Billings, Montana 59107-1318
Phone (406) 869-6375
Fax (406) 656-6398
t
TRANSMITTAL LETTER
1 Project Name & Locations
Name:
WE TRANSMIT:
Kalispell AIP-2005
Schellinger Construction
P.O. Box 39
Columbia Falls, MT.
Atten: Bob Warren
❑
herewith
❑
under separate cover via_
❑
in accordance with
your
request
FOR YOUR:
®
approval
❑
distribution to parties
❑
record
❑
review & comment
❑
other
THE FOLLOWING:
❑
drawings
❑
shop drawing prints
❑
specs
❑
shop drawing reproducible
❑
change order
❑
progress estimates
Date: Monday, August 15, 2005
Project No:
❑ information
❑ use
❑ samples
❑ product literature
❑ other
Copies
Date
Description
Action
Code
1
8/15/2005
50 Blow Marshall Mix Design PG 58-28
A
Action Code:
A - No Exception Noted
t_
D - For signature
REMARKS
B - Corrections Required C - Revise & Resubmit
Please review and submit with cover letter as needed.
Immersion compression to be reported upon completion.
i_ Thanks,
Kurt Grabow
Ey v
k
COPIES TO:
Kvn'��
BY:
RECEIVED -AUG 1 6-N85
ASPHALT MIX DESIGN CHECKLIST
AIRPORT: Kalispell Airport-2005
PROJECT NO.:
DATE: 8/15/2005
DESCRIPTION
TEST NO.
SPEC
LIMITS
TESTED
VALUE
COMMENTS
COARSE AGGREGATE:
FRACTURED FACES:
1FACE
2 FACE
FLAT/ELONGATED PIECES 5:1
WEAR
SOUNDNESS
SODIUM SULFATE
MAGNESIUM SULFATE
ASTM D 4791
ASTM C 131
ASTM C88
ASTM C88
100% MIN.
90% MIN.
85-MAX--,,
C-4—
0% MAX.
-12�
X.
:120 %. MAX.
0 AX.
100
w/in limits
99
w/in limits
6.3
w/in limits
JEEI-
4b
w/in limits
A)& & _C>
w/in limits
n/a
FINE AGGREGATE:
DELETERIOUS MATERIAL
LIQUID LIMIT
PI
NATURAL SAND
SAND EQUIVALENT
FAA P-401
ASTM D 4318
ASTM D 4318
% BY WT.
ASTM 2419
25 MAX.
20% MAX.
(�N.
w/in limits
Granular
w/in limits
NP 7
w/in limits
)kjee7
w/in limits
62
w/in limits
OTHER:
FILLER
AGGREGATE GRADATION
AC
ASTM D 242
FAA P-401
AASHTO MP1
FAA P-401 (MS-2)
FAA P-401 (MS-2)
FAA P-401 (MS-2)
FAA P-401 (MS-2)
FAA P-401
AASHTO MP1
ASTM D1075
ASTM D 1075
ASTM REQ.
SEE E46
SEE P-401-2.3
n/a
w/in limits
w/in limits
PG 58-28-,*'
per spec.
JOB MIX PARAMETERS:
MARSHALL DESIGN (SEE TABLE 1)
NUMBER OF BLOWS
STABILITY
FLOW
AIR VOIDS IN PLACE
VMA (TABLE 2)
BITUMEN CONTENT
INDEX OF RETAINED STRENGTH
DRY COMPRESSIVE STRENGTH
MIX TEMPERATURE
COMPACTION TEMPERATURE
RAP
50
IM:M IN.
10-1;,4, 115
2.8-4.2
q),-3M I N.
5-7 r,
,,75 MIN.
�200
50
per spec.
2 510
w/in limits
12
w/in limits
3.7
w/in limits
14.9 ✓
w/in limits
5.5
whn limits
elEb
w/in limits
C- e, 1_)
w/in limits
300
280
0.0
w/in limits
H:\12\C285136\P401 Mix-50 Blow
8114/2005 @ 11:31 PM
HKM ENGINEERING INC.
ASPHALT CONCRETE JOB MIX FORMULA
FAA-P401 50 Blow Mix
CONTRACTOR (LAB): Schellinaer Construction
PROJECT: Kalispell Airport-2005
C LASS: GRADE:
Coarse: Crush Fines:
f .
The virgin material Was combined at the following percents (%):
DATE: 8/15/2005
PROJECT NUMBER: _
ENGINEER:
N1ix Type: P401 314 max
SIEVE SIZE
Bin
1
Bin Bin Bin ComB•
2 3 4 VIRGIN
JAIF
ACnON
LIMITS
SUSPENSION
LIMITS
COMB_
GRAD.
WIDE
BAND
37.5 mm (1 li2•)
35 mm (r)
19 mm (3/4")- - -
12.5 mm (1/2")- --
9.5 mm (3/8-)
4.75 mm (#4) - -
_
100% 100% =
100% 100%
100%-_ 87%
100%, 75%
92% _ 50%
59% 32%
374'0 — 23%
100%
00%
100%"/
100
100
- 100%
- - 80°'0
61%
- 28%
100%
100
+� 95
88 %
82-94 ✓
-6d=86
75%
69-81
49 % /
44-55 /
d3-69-
--2.36 mm (48)
17%
33%
_
i4�16
_ --1.18 mm (#16)
- 15%--
22%
17-27 ✓
A4-'}7
- 0.60 mm_(a3o)
9%—
26% 15%
15 %
1-�7
0.30 mm (#5o)--- -
0.15 mm (#10o) - -
75 µm (#200) --
79'0 _
— 5%
-3.7°0
�20% 12%
14% —_ 8%
10.0 % 5.9 %
12%
9-15
-749
8 %
-4-44
6.0 %
4-8 f
3-6
too
78-95
6q-soo
4y- 68
so-V-3
70
t4{-3n
Cal —. 1
6-I al
BIN # SIZE SOURCE PERCENT
1 _----.----3/4"Coarse:` 'Schellingeri 65% .!-
2 :Crush Fines: :Schell' nger 35%
i
l If the material being produced is recycled. the material will be combined using % combined virgin gradation & % RAP.
S The average extracted Asphalt Content of the RAP = %. If available, the average Penetration = and the average
Viscosity =
MIX DESIGN PROPERTIES
300 " "FLab
Compaction Temperature
280°F
Lab. Mix Temperature
# Blows
50�/
Asphalt Manufacturer
MRC
Marshall Unit weight
147.1 pcf /
✓
Air Voids
3.7%
Asphalt Grade
Content
P_G 58-28
5.50 by Total Weight
Maximum Unit weight
Stability
152.3 Pof
2510
% VMA
14.9
75.4
Design Asphalt
_
lbfj�
j
VFA
Eff.. Asphalt Content
%
Flow
12
Film Thickness (µm)
9.0
Asphalt Sp. Gravity
_4.90
1.0263
Dust/Asphalt (D/A-Eff)
1.21 /
%Retained Strength
Coarse Agg S.G.
2.628
Fine Agg, S.G.
2.600 ✓
Comb. Virgin Agg. S.G.
2.618
Additive(Lime-other)
_ %of total aggregate
Wear Grading
Sand Equivalent
62
Plasticity Index
NP
Fractured Faces(l)
100 o
Liquid Limit
G
Ignition Oven Correction
---
Fractured Faces(2)
99 "/o
Flat & Elongates(5: l)
6.3
COMMENTS:
Mix performed in Billings Lab with mechanical hammer correlated to a manual hammer.
Immersion -Compression reported upon completion.
CONSULTANT: 7CI4rt 9rxt aw PHONE #: 406-869-6375
CONTRACTOR: PHONE #:
ENGINEER: PHONE #:
HKM MARSHALL
PAVING CONTRACTOR: Schellinaer Construction
PROJECT NO:
PROJECT: Kalis ell Airport-2005
GRADE OF MIX: (Plans)
TYPE OF NILX P401 (Plans)
LEVEL OF CONTROL: (Plans)
3/4" Coarse: Schellin2er
Crush Fines: Schellin_aer
AGGREGATE GRADATION
MIX DESIGN
NIIX METHOD: ivlarshall hlethod(MS-2)
COMPACTION METHOD: 50 Blows
SPECIFICATIONS: FAA P-401, 3/4" Aggregate
DATE: 8/15/2005
OTHER: No Natural Fines
ASPHALT CEMENT: iv4RC PG 58-28
Specific Gravity: 1.0263
ANTISTRIP AGENT: None
Quantity: (a-- wt)
HKM Project No: I Ic346.113
Description
3/4"
Coarse:
Crush
Fines:
Action
Limits
Stockpile
Ava
Mix
Sample
65%
35%
-
100%
Sieve
PERCENT PASSING
1"
100%
100% 100
100%.
100%
3/4"
100%
100% l00
100%
100%
1/2"
80%
100% 82-94
100% 69-81
92% 44-55
59%
87%
87%
3/8"
61%
75%
75%
#4
28%
50%
50%
#8
17%
32%
28% .
#16
15%
37% 17-27
23%
19%
#30
9%
26°/n
20% 9-I5
15%
13% .
#50
7%
12%
10%
#100
5%
14%
8%
8%
#200
3.7%
10.0%
5.9%
5.8%
AGGREGATE PROPERTIES
Fractured Faces, I or more
Min
100
100
Max
Fractured Faces, 2 or more
90
99
Bulk Specific Gravity
2.618
Absor tion,%
1.08
Plasticitv Index
NP
6
Sodium Sul fates,'V.Loss
12
Sand Equivalent
40
62
LA Abrasion, % Loss
40
NIIX PROPERTIES Minimum Optimum Maximum
Asphalt Content, (% of Total Mix)
4.50
5.00
_5.50
6.00
4.5
5.50
7.0
Effective Asphalt Content
3.89
4.39
4.90
5.40
4.90
Compacted Bulk Specific Gravity
2.313
2.338
2.357
2.365
2.357
Effective Agre2ate Specific Gravity
2.665
2.661
2.661
2.659
2.661
ASTM D2041, Specific Gravity
2.486
2.465
2.447
2.427
2.447
Air Voids, %
6.9
5.2
3.7
2.5
2.8
3.7%
4.2
Voids In Mineral Ai1greeate, %
15.6
15.2
14.9
15.1
13
14.9
Voids Filled, %
56.2
65.9
75.4
82.6
75.4
Marshall Stabilitv, Ibs
2314
2533
2510
2348
2150
2510
Flow.0.01 inches/inch
10
11
12
13
10
12.3
14
Unit WciQht, cf
144.4
145.9
147.1
147.6
147.1
Asphalt Absorption, %
0.64
0.64
0.64
0.64
0.64
Dust : (effective)Asphalt Ratio
1.52
1.34
1.21
1.09
1.21
Film Thickness,um
7.1
8.0
9.0
9.9
6.0
9,0
12.0
OTHER MIX PROPERTIES
Dry Compressive Stren th, si
200
Index of Retained Strength
75
Mixing Temperature, F
290
300
310
Compaction Temperature, F
280
Remarks:
The asphalt cement is submitted by MRC.
The aggregate percentages are based on total aggregate weight.
The film thickness is based on stockpile average gradation.
Aggregate Blend established during aggregate production.
The asphalt cement content is percentage of total weight.
7.0 . . ......
5,0
i 2
4.0
3.0
20
4.00 4.50 5.00 5.50 6.00 6.50
Asphalt C,,t,nt.%
85
Voids Filled,
80
75
70
65
>
60
55
...........
................. ...........
...
..................
...................
4,00 4.50 5.00 5.50 6.00 6.50
Asphalt Content,%
2600 Marshall!�s
........................ ............Stability,. ...................
2500
.3
2400 4-
2300 -
4.00 4.50 5.00 A_ht j+ r_5,50 6.00 6,50
VMA,%
15.6
'gI 5.4
al 5.2
15.0
i
14.8
4.00 4.50 5.00 5.50 6.00 6,50
Asphzdt Cont&m%
14
101 w-
4.00 4.50 5.00 5.50 6.00 6.50
Asphalt Content,%
Oust: (effective)Asphalt Ratio
1,60
1.50
E1.40
51.30
o
31.20
❑
1.10
1.00
55
4Asp A �..00 4.50 5ho ContenZ;0 6'00 6'50
C=!
CL
.2)
X
W
x
R
C
r
O
Lo
to
M d
X
<
LL
E
E
E
GE
rri
E
E
E
of
ON
N)b,
4E:E
00 0) CD co 0 0 0 0 0 0 0
fl- co LO Cl)
BUISSEd IUGOJ@d
W
E
E
0
cl
f NUI1 :HKM LHS SUZt-MHN I HX NU. HPr. 14 US:�t1HM H'_'
IYI�
VISCOSITY V5. TEMPERATURE FOR ASPHALTS
150 175 200 225 230 215 NO 325 350
1500 f I I I F I I I I I 1 • _ 3000
1000
900
900
700
600
500
a
U
400
0
m
300
t O
o V
n 200
v
U 150
n �
z
o �
O
6 a 100
m SU
o ff3 70
a
s
a 60
e
w
s
5 U
w
O
a
CCa1
MO
25
150
r,apu.md 8y
THE A�PIIAif INSMUTE
COLVO@ fARK, MARYLAND
form No. (v.l
771 200 225 250 275 300 323
TEMPERATURE; DEGREES FAHREAIHEIT
2500
2000
1500
1000
900
300
700
60u
Lu
w
snn ' O
400
V
' 00 I—
O
U
200 U
I==
ni
7
i50 Y
100
90 I
80 �
70
i
6d
s0
360
UU/UC/UO U0:co -"quo ooa UOVU M%ZA a..+..
i
FACSUAME TRANSI GTTAL SHEET
........................................................... -- .--.-•.............».......... ....»......«................. '.L:.•.............. ........----�..................
TO: FROM. 4�� (L �I�� �P►
COMPANY: DATE:
FAX NUMBER: TOTAL OF PAGES INCLUDING COVER:
PHONE NUMBER: SENDER'S REFERENCE NUMBER:
RE: YOUR REFERENCE NUMBER:
❑ URGENT • U FOR REVIEW ❑PLEASECOMMENT ❑PLEASE REPLY ❑ PLEASE.RECYCLE
..-.... .... .. .......
Speciallnstructions- (/ j
19M
w i �h � �t.n.iv�►c,� l Q►�ht�Q'n.�17 � .
If you do not -receive all the pages, or if any are illegible, please call us as soon as possibld.
PERSONAL AND CONNI)ENTIAL
bt
This facsimile transmission (and/or the documents accompanying it) may contain confidential information belonging to the
sender or intended recipient. The information is intended only for the use of the individual or entity named above. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in
reliance on the contents of this information is strictly prohibited. If you have received the transmission in error, please
immediately notify us by telephone to arrange for return of the documents.
09/02/U5 U8 : ZU 'a4UU dov u4vu
I nam 11tin
ASPHALT MIX DESIGN CHECKLIST
AIRPORT' Kalispell Airport-2005
PROJECT NO.:
DATE: 8/1512005
DESCRIPTION
TEST NO.
SPEC
LIMITS
TESTED
VALUE
COMMENTS
COARSE AGGREGATE:
FRACTURED FACES:
1FACE
2 FACE
FLATIELONGATED PIECES 5:1
WEAR
SOUNDNESS
SODIUM SULFATE
MAGNESIUM SULFATE
ASTM D 4791
ASTM C 131
ASTM C88
ASTM C88
65% MIN.
50% MIN.
8% MAX.
40% MAX.
10% MAX.
13%- MAX,
100
wtin limits
99
w/in limits
6.3
W/in limit's
w/In limits
w/in limits
n/a
FINE AGGREGATE:
DELETERIOUS MATERIAL
LIQUID LIMIT
P1
NATURAL SAND
SAND EQUIVALENT
FAA P-401
ASTM D 4318
ASTM D 4318
% BY Wr.
ASTM 2419
25 MAX.
6 MAX,
20% MAX.
40 MIN.
w/in limits
Granular
wfin limits
w/in limits
-NP
w/in limns
62
Win limits
OTHER:
FILLER
AGGREGATE GRADATION
AC
ASTM D 242.
FAA P-401
AASHTO MP1
FAA P-401 (MS-2)
FAA P-401 (MS-2)
FAA P-401 (MS-2)
FAA P-401 (MS-2)
FAA P-401
AASHTO MP1
ASTM D1 075
ASTM01075
ASTM REQ.
SEE E46
SEE P-401-2.3
n/a
wrin limits
wAn limits
PG 58-28
per spec.
JOB MIX PARAMETERS:
MARSHALL- DESIGN (SEE TABLE 1)
NUMBER OF SLOWS
STABILITY
FLOW ;::
AIR VOIDS IN PLACE
VMA (TABLE 2)
BITUMEN CONTENT
INDEX OF RETAINED STRENGTH
DRY COMPRESSIVE STRENGTH
MIX TEMPERATURE
COMPACTION TEMPERATURE
IRAP
50
1350 MIN,
10-18
2.8-4.2
14 MIN.
5-7.5
75 MIN.
200 MIN
50
per spec.
2510
W/in limits
12
wfin limits
3.7
Win limits
14.9
wAn limits
5.5
w/in limits
84
wAn limits
237
Win limits
300
280
0.0, +
w/in limfts,
HM 2=651361F401 MIX-50 Blow
912/2005 @ 8:35 PM
DATE: G-- �(—
Truck Manifest • Certificate of • •
DELIVERY DATE: .` .. TIME:
MRC SALES ORDER NO.:
COST. ORDER NO.:
'
A-4924
SOLD TO:
PROJ. NO.:
u Lt. W'TFk
CONST.
DESTINATION:
iL4111:1PRILL
AIRPOR
KALXWEL T , Mr
FREIGHT —COLLECT (
PREPAID(-__ -• - _ .
HIS IS YOUR AUTHORITY TO LOAD PRODUCT
'T., ......:: ,:_
NTQTRUCKORCARRIER:
GROSS WT.
NETSPHALT - >"
� � �'
NET
TOTAL
� L
GALLONS � `" `
GALLONS =� .•tom _'
GALLON9�
TARE WT L /y}
1 !�
�ApSSPHALT,� ;`:
Ytl 1 ..3 .:t if .s.3
ADD
. VVT .,�f .:t .. .
V �
SEAL NO. 3r
NET WT. j'
VVT
GAL
I
GAL.
GRAVITY
@ 60'
NETTON5 ``
1
\
LOADING
TEMP. r
TOTAL WT. / GAL. V , S 6 TRUCK NO. //O , TRAILER NO. 0 '-
QUANTITY
HM
D.O.T. CLASSIFICATION
PRODUCT
NET (SUBJECTTOI
WEIGHT \CORRECTION/
3 3 E®
ELEVATED TEMPERATURE LIQUID, N.O.S., 9,
Pol 58-28
UN 3257, 111 Use Emergency Response Guide 128 (see reverse side)
TARS, LIQUID, 3, UN 1999, III
Use Emergency Response Guide 130 (see reverse side)
FUEL OIL, 3, NA 1993, III
Use Emergency Response Guide 128 (see reverse side)
FOR CHEMICAL EMERGENCY SHIPPER'S CERTIFICATION:
SPILL, LEAK, FIRE, EXPOSURE OR ACCIDENT "This is to certify that the above -named materials are properly
CALL CHEMTREC DAY OR NIGHT.: classified, described, packaged, marked and labeled, and are in
800-424-9300 proper condition for transportation according to the applicable
Use Emergency Response Guide 128 or 130 (see. reverse side) regulations of the Department of Transportation.1
CERTIFICATE OF COMPLIANCE
The shipment of material identified and covered by this B/L complies with specifications applicable to the above '
identified project for the type and grade of material represented and that the conveyance was inspected and
found to be free of contaminating material
MONTANA.REFINING COMPANY LOADED, _BY`_
SHIPPED FROM. 's'Great Fa11s, Montana g
This order is placed with the understanding that I (we) assume full responsibility for delivery at destination shown and' case w' product be unloaded
at any other point. Payment will be made in accordance with :the applicable sales contract _
-
MCMANUS
t'$I? r r4b
TRANSPORTER: DRIVER'S SIGNATURE`
attf' c1.li:tt tt +.. �.h- n...'u ,�a_s:i
:. •_ -
RECEIVED BY: .t5 _. �. _ AGENT FOR CONSIGNEE DATE t..,..t. t I1xF.'., aJt•.—,.. r, .
y ai 4,. �'�" t¢; ".y T�jd st-t f- .,J
to Cu -
x t� -
TOME
Fomix#MRC 999—•6/01
O
O
N
00
N
O
M
0
tf
O
N
C
O
m a _
CA
M
N
r
co00
to
LO
O
LO
r
LO
C\l""
'3%
M
M
r-
0
O
M
'ct
d'
M
L(')
�
MM
m
m
CY)
Lo-
r
O
O
CA
S'..
0)
m
0)
0)
0
'M
O
O
O
,':�
=O
... O
O
c0
O
c0
O
co N
O
co
O
O
0)
O
O
O
CO-77
r
r
r
O
O
W
_f
P
of
LU
0
N
O
O
LO
C0
r
N
N:
M
r
O
LO
O
O
r
d
CD
Cl)
r
d
M
r
�f
N
O
co
O
co
r
M
r
d
O
d
r
d
0-ry
U .
r
N
(0
�
'..... M
O
d:
rco-
O
Lq
r
r
LO
W
C)
CO
(0
(0
O
(D
M
(D
pp,
(C)
(D
(D
co
(o
U`—
Cl)
00
CD
O
(
ce)
M"
O
d
N
r
d
F—
Q -
M
M
co
M"
Cl)
Cl)
Cl)
N
C,i_.
M
CO d
Q
CD
c0
(D
.:'CD:
(D
cD
O
(D
M.
(0
M
CD
CO.
m
c
LO
M
M
ti
O
co
N
N
CN
M
M
N
N
N
co
M
N
LO
LO
in
LO
LO
LO
LO
LO
LO
LO
LO
d
O
0
0
O
O
O
o
O
O
o
O
C)CD0
O
(D
0
0
0
0
0
0
0
'
N
N
N
>
N
N
N
N
Q-
M
C0
CD
N
L)....
0)
6)
0)
O
0)
0)
0)
0)LO
0000
co
. �
L.L
W
Z
O
W
O
Q
a.
LO
O
O
CV
00
N
O
T•
x
w
U)
ry
D
O
U o
U O
Z N U
tf O
Q 0-0)
n .L C
ct)
Z L
O U m
N �
m Y U)
O
IT
n
W
o
v;
T
cq
Mi
o
rn
T
rn
r
N
M
co
'�'
Ch
c')
N
ch
M
N
N
co
M
c+M
M
t0
LC)';
rt
co
d;
'�t=
LLB
N
u
O
M
f�
O
CD,
O
N
O
T,
O
CO
to
CO
:G7
co
co
ti
; 0O'
co
co
co
cE3'
co
co
1-
r
N
CD
LL)
CD
;d'
LO
CD
LL
LL
O
N
co
r.r3
LO
LO
LO
.N
co
O
d•
;in
O
I�
co
'�1'
d'
O
O
OLn
d'
(D
Mo
N
N
N
Ni""I":M
N
N
N
N
N
N
`
M
-
O
L'
Lf')
O
N
Liz
O
N
m°
°
M
M
M
-'"
Oc')
M
N
Cm
-
�-.,N.
ti
co
M
Lq
co
N
0)
o
Lo
LO
LC
O
LO
LOCD
p
a
T
N
M
't
N
M
a
T
N
M
V
Z
cs
�t
L6;
LA
0
U>
i32
LD
CO
CD
CO
L4.
U
-�
-
LO
L
n
LO
0
U)
Ln
U)
Lo
O
O
O
O
O
O
O
O
O
O
�'o
0
O
O
O
CD
O
O
O
O
0O '
c
�
N
N
N
N
I
QOL
rn
rn
rn
rn
rn
rn
rn
rn
;
M5-�
W
O
W
W
W
0
W
Q
CL
LO
O
O
N
N
O
r'
X
W
U)
w
D
OULo
O C
Ur O O
Z N U
2$
d �_ C
U) Q U
YL
p U m
Z _ �
c
vQi z
U
CD Y U)
O
c�
G
W
LO
CD
O
Lp
N
c0.
C\j�:
cr
m
m
m
m
(m'
Cs
N
i
cII
LOO
I`
r
�.
= N
C
0-
€
-- M;
' D
CO
W
W
W LIL
Cl)
ti
o
O
ao
L6
(o
O
CL
a
M
d
d
77
OLLJ
LLO
M
U')N
H
M
U
Co
co
Co
(o
(O;
(n
Q
co
co
(O
(o
M
cV
N
N
(V
-
o
0
LEHI
QO
O
J`
0
Z
N
o
�'.
co
(o
O
r
00
ri
v
ri
CO
O.;
Lt'
L
,
"
VC\I
d.
U
r�
rl-
co
r
E(L
v
co
m
ti
m
€�?
d
O
u
(D
IT
co
LO
o
(DN
N
N
N
J U)
Q
CA
o
M
N
M
>M
0
3
p
5
r
N
M
Z
Cs
r
r—
r
r-
M
O
O
O
O
O
O
Ocu
O
E
ITEM P-401 BITUMINOUS PAVING COURSE MIX
Project No. 050927-0441
Kalispell City Airport 2005
Schellinger Construction
ASPHALT CORE TEST REPORT
Report Date: 10/28/2005
Report Revised: 12/21/2005
Lot Sublot
Core ,
Specimen No
- I Staboning
Offset
Thickness (in)
1
1
M1
Taxiway E, Sta 11+71
4' Lt
3 1/16
1
1
1
2
11
M2
Taxiway E, Sta 10+90
Taxiway E, Sta 12+58
CL
8' Lt
3 3/16
214/16
1
2
J2
Taxiway E, Sta 11+05
CL
3 4/16
1
3
M3
Taxiway E, Sta 11+76
5' Rt
211/16
1
3
J3
Taxiway E, Sta 12+10
CL
3 8/16
2
1
M4
Taxiway B, Sta 11+45
5' Lt
3 1/16
2
1
J4
Taxiway B, Sta 11+02
CL
3
2
2
2
2
M5
J5
Taxiway C, Sta 12+27
Taxiway C, Sta 11+96
5Rt
CL
3 1/16
310/16
2
3
M6
Taxiway D, Sta 11+05
71 Lt
215/16
2
3
J6
Taxiway D, Sta 10+65
CL
3 6/16
2
4
M7
Taxiway E, Sta 14+16
10' Rt
2 3/16
2
4
J7
Taxiway E, Sta 14+38
CL
213/16
3
3
1
1
M8
J 8
Taxiway F, Sta 11 +42
Taxiway F, Sta 11 +30
21 . 5' Lt
12-5' Lt
3
3 9/16
3
3
2
2
M9
J 9
Taxiway F, Sta 11 + 19
Taxiway F, Sta 13+39
3' Lt
CL
3 5/16
214/16
3
3
3
3
M10
J10
Taxiway G, Sta 10+81
Taxiway G, to 11+65
8' Lt
CL
2 7/16
3 2/16
3
4
Mil
Access Road, Sta 23+13
4' Rt
210/16
3
4
ill
Taxiway G, Sta 13+49
CL
3 7/16
4
4
1
i
M12
J12
Taxiway A, Sta 12+59
Taxiway A, Sta 15+29
1111:
CL
215116
3
4
2
M13
Taxiway A, Sta 18+34
12' Lt
210/16
4
2
J13
Taxiway A, Sta 19+15
CL
212/16
4
3
M 14
Taxiway A, Sta 14+96
5' Rt
2 9/16
4
3
J14
Taxiway A, Sta 11 +27
CL
2 6/16
4
4
M15
Taxiway A, Sta 23+11
51 Rt
2 11 /16
4
4
J15
Taxiway A, Sta 22+46
CL
2 7/16
Reviewed By:
William M. Hoffma T.
PAGE ONE V.
ITEM P-401 BITUMINOUS PAVING COURSE MIX
Project No. 050927-0441
Kalispell City Airport 2005
Schellinger Construction
ASPHALT CORE TEST REPORT
Report Date: 10/28/2005
Report Revised: 12/21/2005
Lot 1 Sublot
5 1
5 1
Core
Specimen No
M16
J16
Stationing
Apron, Taxiway A. Sta 24+07
Apron, Taxiway A, Sta 24+12
Offset
179' Rt
192' Rt
Thickness in);
211116
2 6/16
5
5
5
2
2
3
M17
J17
M18
Apron, Taxiway A, Sta 23+44
Apron, Taxiway A, Sta 23+55
Apron, Taxiway A, Sta 23+19
379' Rt
223' Rt
295' Rt
2 15/16
2 7/16
3 4/16
5
3
J18
Apron, Taxiway A, Sta 22+98
200' Rt
2 15/16
1
M19
Apron, Taxiway A, Sta 22+66
316' Rt
3 6/16
6
6
1
2
jig
M20
Apron, Taxiway A, Sta 22+61
Apron, Taxiway A, Sta 22+08
208' Rt
359' Rt
2 14/16
2 13/16
6
2
J20
Apron, Taxiway A, Sta 22+31
203' Rt
2 12/16
6
r6
3
IV21
Apron, Taxiway A, Sta 21+70
384' Rt
2 12/16
6
6
3
4
4
J21
M22
J22
Apron, Taxiway A, Sta 21+90
Apron, Taxiway A, Sta 21+56
Apron, Taxiway A, Sta 21+50
326' Rt
382' Rt
141' Rt
2 11/16
2 12/16
3
7
1
M23
Apron, Taxiway A, Sta 21+27
222' Rt
3 3/16
7
7
7
1
2
2
J23 --
M24
J24
Apron, Taxiway A, Sta 21+21
Apron, Taxiway A, Sta 21+03
Apron, Taxiway A, Sta 21+07
105' Rt
90' Rt
407' Rt
2 12/16
2 13/16
2 11/16
7
1 3
M25
Apron, Taxiway A, Sta 20+91
156' Rt
2 12/16
7
1 3
J25
Apron, Taxiway A, Sta 20+81
155' Rt-
2 13/16
7
4
M26
Apron, Taxiway A, Sta 20+66
141' Rt
2 11/16
7
4
J26
Apron, Taxiway A, Sta 21+65
68' Rt
2 13/16
Reviewed By:
William M. Hoffman,
PAGE TWO
o U V
r
\
v o o � o
y tq
iVi i0.+ LO
€
\ LO
H
dU
u�
'
O O
N O y O
d
Q Q N
s.
4 C
t� ',0
\
.2 \ CV
� �
O v
m
U
Q)
Co co
C� cV bbo
'S
u(�CaQ�l�l
un ei
Om N r \
bo-40
U � Q
� Q Q
X
0�
°
m.Q
¢,
C7 a 4 P'� cn H
sa_
m
c
a
ti
a o a
c c�
j� o 0
,-r
~
N
0.
Raw
c
c
y
a+ E E
80l000�cl
ae5 -
N
O
i
•- cd o o
Ci
as
Jz Q Q
_
3
Lir _
W
00
O
N
N w w
i
F�
l�
e
j-i-
O
CL
------------
id
CV
"rol
M
N
OM N
d
d
ct
d 0.
d
"o
Q
V� ro
d d
=
d
c
V
C
�
O
�
cl
•C
d
C
c� � �
R
O
G. 4
C
Lam.
a
a
a
s C7 w
a
s
� .�
S cn E- w
N
0 0
o O
O o
b
CD
o � >
y
211 O bA
� N �
O �
O N W
N �
V v'
G
0
0 0
0 O 0
TJ
O
0
3
0
Q
a
b
x
da
U
m
a
x CIO
of
y
3 . .. ..
.. .
C
�
o
a
�
z
cu ou � a
O O •U /�I /�I U c�
K.2
y y U 7 7 O
M
U
U
se
- cd C*
y 3
S 8
Q
4 t�
O O
U
U
U
V
U
U
U
4.
r
3
aQ
aQ�
x�
caA
olC
0
M
F
o 00
°O
00
00
�
N
(�
00
00
•bU0
U
f=.
7
N
Ri
Chi
°p J
A
q
Q
A
Ca
¢ Co
N
,o
N
�
N
y
NN
N
N
ro
C'lM.
v�
A
co
Q
[5a
Q
V
¢
Q
Q
Q
5A
5
5
n
�
a
0
•�
G. c�^.3
sf
C6 �
4
7
z
F
�
u
U
47
� w
•U 1: J^'
a
a
O
U
y5
p
O
U
O
G. C54 Li
m
°
F
CE8 C7