HomeMy WebLinkAboutSUB200900004 Assessment - Environmental 2013-09-03 OW
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ASPHALT NUCLEAR DENSITY THIN LIFT
ROLLER PATTERN-WORKSHEET
k
Control Strip No
Project or Schedule P r03....4 Item No. Date q LI
Route G From To
Directional Lane Lane
(NBL.SBL,etc.) (inside.center.etc)
Mix Type S Ah°t-SA-Q Application Rate: 2- c-xJ lbs/yd2 i kg/m2)
Producer S.L. AJ. Location ril uj't11w41.k I
Roller Type: Roller 1 4 v%. Roller 2 5-40•• Roller 3
Roller Pattern Data
Gauge Serial Calibration Depth In
Model -N6411 6 No. b` .%6 Dato 3- 1 3 Setting v 1-5- (mm)
Pass No t L v Nuclear Density Pass No Nuclear Density
Site 1 kA -A Site 1
Site 2 \'4.'& X Site 2
Site 3 kK 5.0 Site 3
AVERAGE 1`-ky-a AVERAGE
Pass No 3v Nuclear Density Pass No Nuclear Density
Site 1 k\-X,1.'k Site 1
Site 2 \•t 5-.1 —_ Site 2
Site 3 tom-)-°I Site 3 _
AVERAGE \'k o•' AVERAGE
Pass No "Y Y Nuclear Density Pass No _.._ Nuclear Density
Site t V•tg•3 Site 1
Site 2 v 'o Site 2
Site 3 k\i 1.to — Site 3
AVERAGE k`kil r 1 AVERAGE
Pass No 5 V Nuclear Density Pass No Nuclear Density
Site 1 1'4 8 a_ Site 1 Site 2 — `S Site 2
Site 3 ____` z_4 _ Site 3 — —
AVERAGE il�� / ._.__ AVERAGE
Testing Performed by o —__ Observed by
voor Inr.pedor
WHITE-VDOT Materials YELLOW-VDOT Inspector PINK-Office GOLD-Field
TL-sa(Rev 4/05)
VIRGINIA DEPARTMENT OF TRANSPORTATION
ASPHALT NUCLEAR DENSITY THIN LIFT WORKSHEET
CONTROL STRIP TARGET DENSITY
Control Strip Number \
Project or Schedule pc`k Item Number Date et1 s I I)
Route Gk.et,lw,ura,.sc.- From _ To ttt
Directional Late Lane
(NBL,SBL yic, (tns4de.Center,etc)
Mix Type s Nh_j 4L, Application Rate \.;6 s Ibs/yd' ( kg/m2)
Producer S ,rL_W, Location .1..Q 4
CONTROL STRIP TARGET DENSITY DETERMINATION
Gauge , Serial Calibration Depth in
`
Model �10VA 0 Number 6M Date 3 - \) Setting t. 2 (mm)
TEST
SITE DISTANCE OFFSET ENTER GAUGE READING
Site 1 O k% Si ' �y 5 . lb/ft' ( kg/m')
Site 2 0�Z / \
Site 3 0 — _ I _(_-- `‘A1_1. lb/ft' ( kg/m')
Site 4 ` % \ 5 , — \ l-rg lb/ft3 ( kg/m')
Site 5 t1',2 3 I tost k,S lb/It' ( kg/m')
Site 6 VI ` -7 r 1ks.1 Ib/ft' ( kg/m')
Site 7 t^1 5 •Z ► km,L'3 lb/ft3 ( kg/m')
Site 8 a 0SS _ r `•A%-t_ lb/ft' ( kg/m')
Site 9 a„(p ► \`l`t. 1 lb/ft3 ( kg/m')
Site 10 a v 1 _ 3 f \%-t 6.r) Ib/ft' ( kg/m')
Total ` 'k 6%i.3 lh/ft' ( kg/m')
Average _ alb, 1/4i lb/ft' ( kg/m')
Remarks:
Testing Performed by Observed by
VDOT Inspector
WHITE—VDOT Materials YELLOW—VDOT Inspector PINK—Office GOLD—Field
TL-S9A IL080
Asphalt Concrete Density Quality Control (QC)Test Report-Nuclear
Project/Schedule Number: pt'C ec_-$ Item Number: /�. ll
Route Number: CA:t.A A .b f._ 56- County Pik Iv45-1-t e
From(Station,MP,Int..etc.): To(Station,MP,Int..etc )
Direction(eg.NB.Sti,etc.) Lane(Inside,Center,Right,etc):
QC Lot 1$: \ Application Rate(Ibsisy): tL.W
Ashpalt Mix Type S 1NnC1. Asphalt Job Mix Number:
Nuclear Gauge Model Number. 46 Gauge Calibration Date 3—A 3
Nuclear Gauge Serial Number: (eM.y( 6 Depth Senang(i&mm)• t' '
Control Strip Information:
k3-
I Control Strip Number and Date
2 Target Density from Control Strip 11/4t6-1 IbsJ f(kg,mi)
3 Minimum Density(98%Of Control Strip Target Density) `4{Z, 1 lbs/fi'(kg/m')
4 Maximum Density(102%Of Control Strip Target Density) Mt-'' lbs111'(kg/m')
QC Testing Results By Nuclear Gauge:
Location Nuclear Density Sublot Average Joint Density Ibs/ft'(kg/m')
Sublot No. Distance Offset Ihs.ft'(kg/m') lbs ft'(kg/m') Lett(C or U)* Right(C or U)*
la f (kA1 3
lb S b NI.
2a 1?.
2b 2Eit Ss 1"l6-b
3a
3b
4a
4b
5a
5b
6a
6b
7a
7b
Average:
Does the QC Test Section:(circle one) PASS FAIL *-C=Confined Ft.U=Unconfined it.
Comments:
QC Technician: Date: I
Observed By:
WHITE-VDOT Materials YELLOW-VODT Inspector PINK-Office GOLD-Field