Summary for Test 2020-04-13-15-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date04/13/2020 Sample Unique Key15
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 testing05/14/2020
Sample typeDepartment Acceptance A brief description of the sample3/4-inch RHMA-G (PG 64-16) with 1.0 Lime, WMA (Water)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78382 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number897569
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-13-15
DIME Test ID: 2020-04-13-15-6
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: 2020-06-02

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/21/2020
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 mm94.8 mm94.8 mm94.8 mm94.8 mm
3698.7 g3697.3 g3697.9 g3697.4 g3697.2 g3698.2 g
2098.2 g2100.1 g2108.6 g2099.6 g2106.0 g2105.5 g
3718.5 g3719.7 g3727.7 g3721.4 g3720.0 g3720.2 g
2.453 2.453 2.453 2.453 2.453 2.453
3777.7 g3779.4 g3785.8 g
2154.7 g2159.8 g2164.8 g
95 mm95 mm94.9 mm
193 mmHg162 mmHg167 mmHg
22 inHg23 inHg23 inHg
5 minutes5 minutes5 minutes

1620.3 cm^3

1619.6 cm^3

1619.1 cm^3

1621.8 cm^3

1614.0 cm^3

1614.7 cm^3

2.283

2.283

2.284

2.280

2.291

2.290

6.9 %

6.9 %

6.9 %

7.1 %

6.6 %

6.6 %

111.8 cm^3

111.8 cm^3

111.7 cm^3

115.1 cm^3

106.5 cm^3

106.6 cm^3

3777 g

3775.6 g

3776.1 g

3788.1 g

3786.7 g

3787.3 g

1623.0 cm^3

1619.6 cm^3

1621.0 cm^3

79 cm^3

82.1 cm^3

87.9 cm^3

71 %

73 %

79 %

0.2 %

0 %

0.1 %

16000 N

16619 N

16396 N

17704 N

17753 N

18113 N

0

0

0

0

0

0

37

39

41

71

72

66

0

0

0

0

0

0

715 kPa

742 kPa

733 kPa

793 kPa

795 kPa

811 kPa

106 psi

116 psi

0.91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/2/2020