Summary for Test 2021-06-17-41-3

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 212777
DEA: 021H1104
EFIS: 0215000106
DIST-CO-RTE-PM02-LAS-299-25.58/25.58
Award Date12/04/2019
Closeout Date08/14/2023
Work DescriptionBUILDING WORK.
Location DescriptionLASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date06/17/2021 Sample Unique Key41
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 testing06/21/2021
Sample typeDepartment Acceptance A brief description of the sampleLime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 10.0% RAP and virgin PG 64-28 M binder from Albina - Klamath Falls
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byEmilio Last name of sampler or witnessed byChavez
Title of sampler Telephone number of sampler
Laboratory sample identificationD78846 Linked DIME Sample ID
The fabricator/manufacturer/facility nameEagle Peak Rock and Paving, Alturas, CA Transportation Laboratory (TL) Number766442
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 numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-17-41
DIME Test ID: 2021-06-17-41-3
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: 2022-01-14

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/29/2021
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
94.9 mm94.9 mm94.9 mm95.0 mm94.9 mm94.9 mm
3694.8 g3696.3 g3697.5 g3693.3 g3696.8 g3696.3 g
2095.2 g2091.3 g2093.3 g2079.5 g2091.7 g2091.4 g
3720.2 g3717.9 g3726.6 g3712.0 g3717.1 g3720.3 g
2.433 2.433 2.433 2.433 2.433 2.433
3773.5 g3776.0 g3778.9 g
2148.5 g2145.2 g2145.6 g
95.4 mm95.5 mm95.5 mm
197 mmHg143 mmHg250 mmHg
21 inHg23 inHg20 inHg
5 minutes5 minutes5 minutes

1625.0 cm^3

1626.6 cm^3

1633.3 cm^3

1632.5 cm^3

1625.4 cm^3

1628.9 cm^3

2.274

2.272

2.264

2.262

2.274

2.269

6.5 %

6.6 %

6.9 %

7.0 %

6.5 %

6.7 %

105.6 cm^3

107.4 cm^3

112.7 cm^3

114.3 cm^3

105.7 cm^3

109.1 cm^3

3768.7 g

3771.5 g

3776.4 g

3779.3 g

3782.2 g

3787.7 g

1625.0 cm^3

1630.8 cm^3

1633.3 cm^3

78.7 cm^3

79.7 cm^3

81.4 cm^3

75 %

74 %

72 %

0 %

0.3 %

0 %

21992 N

22779 N

20595 N

30003 N

30341 N

28865 N

3

1

2

0

0

0

30

30

20

40

36

36

3

1

2

0

0

1

978 kPa

1012 kPa

915 kPa

1340 kPa

1357 kPa

1291 kPa

140 psi

193 psi

0.73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/14/2022