Summary for Test 2020-05-21-38-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214725
DEA: 020J1304
EFIS: 0219000064
DIST-CO-RTE-PM02-LAS-139-43.0/53.0
Award Date04/10/2020
Closeout Date10/06/2020
Work DescriptionCOLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A).
Location DescriptionLASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date05/21/2020 Sample Unique Key38
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 testing05/22/2020
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (eq. Pg 64-28M) with 25.0 RAP, 1.1 Lime
The quantity of what the sample constitutesJMF Verification Renewal From where was the sample collectedManufacturer
First name of sampler or witnessed byJimmy Last name of sampler or witnessed byMontana
Title of sampler Telephone number of sampler
Laboratory sample identificationD78439 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShaw Pit Facility Transportation Laboratory (TL) Number733195
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 Grading1/2 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-21-38
DIME Test ID: 2020-05-21-38-6
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: 2020-07-16

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 05/30/2020
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
94.9 mm94.8 mm94.9 mm94.9 mm95.1 mm94.8 mm
3700.4 g3700.1 g3699.5 g3699.8 g3699.2 g3699.9 g
2079.1 g2085.2 g2078.2 g2078.5 g2077.5 g2081.6 g
3714.1 g3714.5 g3713.1 g3711.8 g3711.3 g3711.8 g
2.432 2.432 2.432 2.432 2.432 2.432
3790.0 g3781.0 g3780.1 g
2155.0 g2151.7 g2140.3 g
95.4 mm95.2 mm95.4 mm
241 mmHg147 mmHg242 mmHg
202 inHg23 inHg20 inHg
5 minutes5 minutes5 minutes

1635.0 cm^3

1629.3 cm^3

1634.9 cm^3

1633.3 cm^3

1633.8 cm^3

1630.2 cm^3

2.263

2.271

2.263

2.265

2.264

2.270

6.9 %

6.6 %

6.9 %

6.9 %

6.9 %

6.7 %

112.8 cm^3

107.5 cm^3

112.8 cm^3

112.7 cm^3

112.7 cm^3

109.2 cm^3

3779.4 g

3775.4 g

3778.5 g

3790.6 g

3786.1 g

3789.7 g

1635.0 cm^3

1629.3 cm^3

1639.8 cm^3

89.6 cm^3

80.9 cm^3

80.6 cm^3

79 %

75 %

71 %

0 %

0 %

0.3 %

14581 N

15164 N

15360 N

18874 N

18580 N

19443 N

0

0

0

0

0

0

9

9

12

14

12

9

0

0

0

0

0

0

649 kPa

676 kPa

683 kPa

844 kPa

829 kPa

870 kPa

97 psi

123 psi

0.79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/16/2020