Summary for Test 2023-09-13-56-2

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 995105
DEA: 023J8104
EFIS: 0222000086
DIST-CO-RTE-PM02-SIS-3-0.408/7.1
Award Date03/17/2023
Closeout Date04/11/2024
Work DescriptionScott Mountain Overlay
Location DescriptionNot set
QA Service Level1 (Verified on 08/24/2023)

Sample Information

Sample Taken Date09/13/2023 Sample Unique Key56
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 testing09/13/2023
Sample typeProduction Start-Up A brief description of the sample1/2" HMA 25% RAP PG58-22
The quantity of what the sample constitutesPSE 16 boxs From where was the sample collectedManufacturer
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD79343 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc. - Northstate Asphalt (Redding CA) Transportation Laboratory (TL) Number815622
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2023-09-13-56
DIME Test ID: 2023-09-13-56-2
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: 2023-09-28

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 09/21/2023
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
94.8 mm94.8 mm94.7 mm94.9 mm94.8 mm94.9 mm
3776.5 g3776.6 g3776.3 g3776.5 g3777.1 g3776.6 g
2178.6 g2182.6 g2185.1 g2190.5 g2180.6 g2177.9 g
3800.6 g3802.4 g3805.6 g3802.1 g3803.4 g3803.8 g
2.508 2.508 2.508 2.508 2.508 2.508
3865.5 g3856.9 g3857.2 g
2238.2 g2232.0 g2235.0 g
95.0 mm94.8 mm94.8 mm
184 mmHg227 mmHg186 mmHg
21 inHg20 inHg21 inHg
5 minutes5 minutes5 minutes

1622.0 cm^3

1619.8 cm^3

1620.5 cm^3

1611.6 cm^3

1622.8 cm^3

1625.9 cm^3

2.328

2.332

2.330

2.343

2.328

2.323

7.2 %

7.0 %

7.1 %

6.6 %

7.2 %

7.4 %

116.8 cm^3

113.4 cm^3

115.1 cm^3

106.4 cm^3

116.8 cm^3

120.3 cm^3

3858.3 g

3856.0 g

3856.9 g

3869.9 g

3867.3 g

3868.4 g

1627.3 cm^3

1624.9 cm^3

1622.2 cm^3

89.0 cm^3

80.3 cm^3

80.9 cm^3

76 %

71 %

70 %

0.3 %

0.3 %

0.1 %

17646 N

17842 N

17490 N

21440 N

20631 N

21747 N

1

1

1

0

0

0

7

6

9

17

15

17

0

0

0

0

0

0

788 kPa

799 kPa

783 kPa

959 kPa

924 kPa

973 kPa

115 psi

138 psi

0.83
General comments (publicly viewable) (Max 1000 characters): S1=138psi, S2=115psi, TSR=83%

Test was verified on 9/28/2023