Summary for Test 2023-09-23-5-2

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 993773
DEA: 021H5004
EFIS: 0216000045
DIST-CO-RTE-PM02-TRI-3,299-VAR
Award Date11/14/2022
Closeout DateNot set
Work DescriptionSTRUCT CONC BRIDGE, POLYESTER CONC OVERLAY & ROCK SLOPE PROTECTION.
Location DescriptionTRINITY COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/25/2022)

Sample Information

Sample Taken Date09/23/2023 Sample Unique Key5
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 testing09/25/2023
Sample typeProduction Start-Up A brief description of the sample16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 24.0% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byWhite
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79358 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt (Redding, CA) Transportation Laboratory (TL) Number823609
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 Number

Test Details

DIME Sample ID: 2023-09-23-5
DIME Test ID: 2023-09-23-5-2
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: 2023-10-05

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 09/29/2023
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 mm94.8 mm95.2 mm94.7 mm94.8 mm
3773.4 g3772.5 g3771.9 g3770.6 g3770.5 g3770.6 g
2185.3 g2181.7 g2185.4 g2179.7 g2181.1 g2177.2 g
3807.0 g3802.7 g3801.7 g3800.2 g3801.8 g3798.1 g
2.515 2.515 2.515 2.515 2.515 2.515
3859.6 g3860.8 g3855.3 g
2230.0 g2235.4 g2131.1 g
94.8 mm94.9 mm94.9 mm
168 mmHg197 mmHg206 mmHg
22 inHg21 inHg21 inHg
5 minutes5 minutes5 minutes

1621.7 cm^3

1621.0 cm^3

1616.3 cm^3

1620.5 cm^3

1620.7 cm^3

1620.9 cm^3

2.327

2.327

2.334

2.327

2.326

2.326

7.5 %

7.5 %

7.2 %

7.5 %

7.5 %

7.5 %

121.6 cm^3

121.6 cm^3

116.4 cm^3

121.5 cm^3

121.6 cm^3

121.6 cm^3

3858.5 g

3857.6 g

3853.4 g

3870.7 g

3869.8 g

3865 g

1629.6 cm^3

1625.4 cm^3

1724.2 cm^3

86.2 cm^3

88.3 cm^3

83.4 cm^3

71 %

73 %

72 %

0.5 %

0.3 %

6.7 %

15876 N

16031 N

16654 N

15836 N

16418 N

16814 N

0

0

0

0

0

0

10

5

9

16

13

10

0

0

0

0

0

0

711 kPa

717 kPa

745 kPa

706 kPa

736 kPa

753 kPa

105 psi

106 psi

0.99
General comments (publicly viewable) (Max 1000 characters): S1=106psi, S2=105psi, TSR=99%

Test was verified on 10/5/2023