Summary for Test 2026-05-10-16-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 1001306
DEA: 023H7704
EFIS: 0218000039
DIST-CO-RTE-PM02-TEH-99-0.0/12.5
Award DateNot set
Closeout DateNot set
Work DescriptionVINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL.
Location DescriptionTEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE
QA Service Level1 (Verified on 06/12/2025)

Sample Information

Sample Taken Date05/10/2026 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 testing05/11/2026
Sample typeProduction Start-Up A brief description of the sample16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 70-10)
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 identificationD80193 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Construction — Orland Plant (Orland, CA) Transportation Laboratory (TL) Number896853
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid Item3942604

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number2608P01
Binder content (%)4.6 Virgin binder PG PG 64-16
Design binder PG PG 70-10 Binder SupplierPacific Northwest (Stockton, CA)
RAP content (%)25 WMA AdditivesNo
Antistrip typeLime

Test Details

DIME Sample ID: 2026-05-10-16
DIME Test ID: 2026-05-10-16-5
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: 2026-06-12

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 05/29/2026
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
94.9 mm95.0 mm94.9 mm94.9 mm94.9 mm94.9 mm
3815.6 g3815.7 g3815.6 g3811.3 g3816.1 g3815.8 g
2242.7 g2241.4 g2244.2 g2240.2 g2234.8 g2245.7 g
3855.0 g3852.0 g3856.2 g3846.1 g3850.1 g3859.2 g
2.554 2.554 2.554 2.554 2.554 2.554
3907.2 g3906.5 g3905.6 g
94.9 mm95.0 mm94.9 mm
203 mmHg202 mmHg202 mmHg
21 inHg21 inHg21 inHg
5 minutes5 minutes5 minutes

1612.3 cm^3

1610.6 cm^3

1612.0 cm^3

1605.9 cm^3

1615.3 cm^3

1613.5 cm^3

2.367

2.369

2.367

2.373

2.362

2.365

7.3 %

7.2 %

7.3 %

7.1 %

7.5 %

7.4 %

117.7 cm^3

116.0 cm^3

117.7 cm^3

114.0 cm^3

121.1 cm^3

119.4 cm^3

3898.0 g

3896.9 g

3898.0 g

3909.8 g

3908.5 g

3909.8 g

3907.2 cm^3

3906.5 cm^3

3905.6 cm^3

91.6 cm^3

90.8 cm^3

90.0 cm^3

78 %

78 %

76 %

24675 N

27252 N

28394 N

31049 N

30288 N

30487 N

2

2

2

1

1

1

25

22

27

24

25

27

0

0

0

0

0

0

1104 kPa

1217 kPa

1270 kPa

1389 kPa

1355 kPa

1363 kPa

174 psi

199 psi

0.87
General comments (publicly viewable) (Max 1000 characters): S₁=198psi, Sā‚‚=174psi, TSR=87%

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
D80193, 02-3H7703, 896853, TSRpdf625.42 KB06/12/20262026-05-10-16-5   Info

Test was verified on 6/12/2026