Summary for Test 2023-08-20-16-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 994543
DEA: 023J7604
EFIS: 0222000081
DIST-CO-RTE-PM02-SHA-273-12.8/14.6
Award Date04/25/2023
Closeout Date04/11/2024
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RUBBERIZED HMA-G.
Location DescriptionSHASTA COUNTY IN REDDING FROM 0.1 MILE NORTH OF CEDARS ROAD/S BONNYVIEW ROAD TO 0.1 MILE NORTH OF BUENAVENTURA BOULEVARD
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date08/20/2023 Sample Unique Key16
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 testing08/21/2023
Sample typeProduction Start-Up A brief description of the sample16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD79333 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis — Northstate Asphalt (Redding, CA) Transportation Laboratory (TL) Number866066
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number HMA Mix NumberJMF3513202318

Test Details

DIME Sample ID: 2023-08-20-16
DIME Test ID: 2023-08-20-16-5
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: 2024-03-07

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 09/01/2023
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 mm94.9 mm94.8 mm94.9 mm
3622.8 g3624.0 g3624.6 g3622.4 g3627.5 g3624.6 g
2018.8 g2020.7 g2021.7 g2013.4 g2029.1 g2022.5 g
3649.0 g3652.7 g3649.1 g3647.2 g3654.1 g3654.5 g
2.394 2.394 2.394 2.394 2.394 2.394
3711.6 g3713.6 g3708.2 g
2081.4 g2081.6 g2080.8 g
95 mm94.9 mm95 mm
113 mmHg142 mmHg155 mmHg
24 inHg23 inHg22 inHg
5 minutes5 minutes5 minutes

1630.2 cm^3

1632.0 cm^3

1627.4 cm^3

1633.8 cm^3

1625.0 cm^3

1632.0 cm^3

2.222

2.221

2.227

2.217

2.232

2.221

7.2 %

7.2 %

7.0 %

7.4 %

6.8 %

7.2 %

117.4 cm^3

117.5 cm^3

113.9 cm^3

120.9 cm^3

110.5 cm^3

117.5 cm^3

3705 g

3706.3 g

3704.3 g

3716.7 g

3718 g

3715.7 g

1630.2 cm^3

1632.0 cm^3

1627.4 cm^3

88.8 cm^3

89.6 cm^3

83.6 cm^3

76 %

76 %

73 %

0 %

0 %

0 %

15956 N

15262 N

16872 N

17388 N

17295 N

18362 N

0

0

0

0

0

0

16

8

10

32

30

31

0

0

0

0

0

0

713 kPa

683 kPa

754 kPa

778 kPa

774 kPa

821 kPa

104 psi

115 psi

0.9
General comments (publicly viewable) (Max 1000 characters): S1=115, S2=104, TSR=91%

Test was verified on 3/7/2024