Summary for Test 2021-11-02-28-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date04/05/2021
Closeout Date08/14/2023
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date11/02/2021 Sample Unique Key28
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing11/02/2021
Sample typeAcceptance A brief description of the sampleLime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M from Valero - Benicia
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byClint Last name of sampler or witnessed byRogers
Title of samplerPI Telephone number of sampler
Laboratory sample identificationD78970 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number853085
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2021-11-02-28
DIME Test ID: 2021-11-02-28-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2021-11-19

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 11/18/2021
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
94.9 mm95.1 mm95.0 mm95.0 mm95.0 mm94.8 mm
3750.6 g3753.5 g3751.2 g3753.5 g3753.4 g3753.8 g
2189.2 g2182.6 g2184.8 g2196.2 g2191.7 g2189.0 g
3790.6 g3788.4 g3789.7 g3797.7 g3792.8 g3795.3 g
2.523 2.523 2.523 2.523 2.523 2.523
3834.8 g3838.9 g3837.1 g
2230.4 g2232.2 g2230.4 g
94.9 mm95 mm95 mm
270 mmHg247 mmHg237 mmHg
15 inHg21 inHg21 inHg
5 minutes5 minutes5 minutes

1601.4 cm^3

1605.8 cm^3

1604.9 cm^3

1601.5 cm^3

1601.1 cm^3

1606.3 cm^3

2.342

2.337

2.337

2.344

2.344

2.337

7.2 %

7.4 %

7.4 %

7.1 %

7.1 %

7.4 %

115.3 cm^3

118.8 cm^3

118.8 cm^3

113.7 cm^3

113.7 cm^3

118.9 cm^3

3831.3 g

3836.7 g

3834.4 g

3842.8 g

3848.5 g

3846.2 g

1604.4 cm^3

1606.7 cm^3

1606.7 cm^3

84.2 cm^3

85.4 cm^3

85.9 cm^3

73 %

72 %

72 %

0.2 %

0.1 %

0.1 %

19523 N

20035 N

19821 N

19556 N

19336 N

19924 N

0

0

0

0

0

0

23

20

25

16

20

23

1

0

0

1

1

2

873 kPa

895 kPa

886 kPa

874 kPa

864 kPa

892 kPa

128 psi

127 psi

1.01
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/19/2021