Summary for Test 2026-06-18-92-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 215734
DEA: 024H0104
EFIS: 0218000068
DIST-CO-RTE-PM02-PLU-70-78.3/90.3
Award Date01/29/2025
Closeout DateNot set
Work DescriptionREPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING.
Location DescriptionPLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE
QA Service Level1 (Verified on 07/08/2021)

Sample Information

Sample Taken Date06/18/2026 Sample Unique Key92
Date that the sample was received by the laboratory/organization performing the testing06/23/2026 Sample typeAcceptance
A brief description of the sample12 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byEmilio
Last name of sampler or witnessed byChavez Title of sampler
Telephone number of sampler Laboratory sample identificationD80243
Linked DIME Sample ID The fabricator/manufacturer/facility nameHat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA)
Transportation Laboratory (TL) Number036640 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid Item3923701

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix NumberJMF2614003
Binder content (%)5.7 Virgin binder PG
Design binder PGPG 64-28 Binder SupplierWestern Emulsions (White City, OR)
RAP content (%)22 WMA AdditivesNo
Antistrip type1.0% Lime

Test Details

DIME Sample ID: 2026-06-18-92
DIME Test ID: 2026-06-18-92-6
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: 2026-08-20

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/10/2026
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
94.9 mm49.9 mm94.9 mm94.9 mm94.9 mm94.9 mm
3665.4 g3665.5 g3666.8 g3665.9 g3663.0 g3666.8 g
2103.3 g2097.2 g2106.3 g2096.4 g2106.2 g2103.9 g
3709.4 g3712.6 g3709.0 g3710.8 g3705.4 g3712.7 g
2.451 2.451 2.451 2.451 2.451 2.451
3750.2 g3759.9 g3750.1 g
94.9 mm94.9 mm94.9 mm
155 mmHg216 mmHg162 mmHg
23 inHg20 inHg23 inHg
5 minutes5 minutes5 minutes

1606.1 cm^3

1615.4 cm^3

1602.7 cm^3

1614.4 cm^3

1599.2 cm^3

1608.8 cm^3

2.282

2.269

2.288

2.271

2.291

2.279

6.9 %

7.4 %

6.7 %

7.3 %

6.5 %

7.0 %

110.8 cm^3

119.5 cm^3

107.4 cm^3

117.9 cm^3

103.9 cm^3

112.6 cm^3

3743.0 g

3749.2 g

3742.0 g

3754.0 g

3761.1 g

3752.7 g

3750.2 cm^3

3759.9 cm^3

3750.1 cm^3

84.8 cm^3

94.4 cm^3

83.3 cm^3

77 %

79 %

78 %

15691 N

15841 N

16151 N

15837 N

17994 N

18652 N

2

2

2

1

1

1

26

32

27

31

35

21

0

0

0

0

0

0

702 kPa

708 kPa

722 kPa

708 kPa

805 kPa

834 kPa

103 psi

113 psi

0.91
General comments (publicly viewable) (Max 1000 characters): S₁=113psi, Sā‚‚=103psi, TSR=91%

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
D80243, 02-4H0103, 036640, TSRpdf522.76 KB08/20/20262026-06-18-92-6   Info

Test was verified on 8/20/2026 ✔