Summary for Test 2026-06-22-92-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 1000513
DEA: 020J8504
EFIS: 0219000168
DIST-CO-RTE-PM02-SIS-89-21/R34.622
Award Date08/05/2025
Closeout DateNot set
Work DescriptionMCCLOUD CAPM - PAVEMENT REHABILITATION
Location DescriptionIN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5
QA Service Level1 (Verified on 08/12/2024)

Sample Information

Sample Taken Date06/22/2026 Sample Unique Key92
Date that the sample was received by the laboratory/organization performing the testing06/22/2026 Sample typeProduction Start-Up
A brief description of the sample16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) The quantity of what the sample constitutesProduction Start-Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byJoe
Last name of sampler or witnessed byDelgado Title of sampler
Telephone number of sampler Laboratory sample identificationD80242
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis — Northstate Asphalt (Redding, CA)
Transportation Laboratory (TL) Number895737 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 Grading3/4 inch Lot number
Sublot number HMA Mix NumberJMF 2606P01
Binder content (%)4.7 Virgin binder PGPG 58-22
Design binder PGPG 64-16 Binder SupplierAlbina (Klamath Falls, OR)
RAP content (%)25 WMA Additives
Antistrip typeLime

Test Details

DIME Sample ID: 2026-06-22-92
DIME Test ID: 2026-06-22-92-6
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: 2026-08-14

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/08/2026
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
3760.7 g3760.9 g3761.6 g3761.4 g3761.7 g3760.7 g
2195.3 g2194.7 g2194.9 g2195.0 g2197.6 g2198.9 g
3800.4 g3797.5 g3798.4 g3799.3 g3798.4 g3803.0 g
2.515 2.515 2.515 2.515 2.515 2.515
3843.6 g3842.9 g3845.0 g
94.9 mm94.9 mm94.9 mm
140 mmHg137 mmHg137 mmHg
24 inHg24 inHg24 inHg
5 minutes5 minutes5 minutes

1605.1 cm^3

1602.8 cm^3

1603.5 cm^3

1604.3 cm^3

1600.8 cm^3

1604.1 cm^3

2.343

2.346

2.346

2.345

2.350

2.344

6.8 %

6.7 %

6.7 %

6.8 %

6.6 %

6.8 %

109.1 cm^3

107.4 cm^3

107.4 cm^3

109.1 cm^3

105.7 cm^3

109.1 cm^3

3837.1 g

3836.1 g

3836.8 g

3848.0 g

3846.8 g

3847.5 g

3843.6 cm^3

3842.9 cm^3

3845.0 cm^3

82.9 cm^3

82.0 cm^3

83.4 cm^3

76 %

76 %

78 %

21288 N

22460 N

22133 N

22580 N

22114 N

22565 N

2

2

2

1

1

1

17

21

26

40

36

35

0

0

0

0

0

0

952 kPa

1004 kPa

990 kPa

1009 kPa

989 kPa

1009 kPa

142 psi

145 psi

0.98
General comments (publicly viewable) (Max 1000 characters): S₁=145psi, Sā‚‚=142psi, TSR=98%.

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
D80242, 02-0J8503, 895737, TSRpdf521.49 KB08/13/20262026-06-22-92-6   Info

Test was verified on 8/14/2026 ✔