DIME » All Projects » Project DEA: 023J7804 » Sample 2023-06-05-70 » View Test Details

Summary for Test 2023-06-05-70-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 994345
DEA: 023J7804
EFIS: 0222000083
DIST-CO-RTE-PM02-TRI-36-15.8/16.9,20.5/24.5
Award Date12/22/2022
Closeout Date08/22/2023
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionTRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD
QA Service Level1 (Verified on 03/28/2023)

Sample Information

Sample Taken Date06/05/2023 Sample Unique Key70
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 testing06/05/2023
Sample typeProduction Start-Up A brief description of the sample16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) with 25.0% RAP and virgin PG 58-22 from Valero – Benicia
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of samplerTester Telephone number of sampler
Laboratory sample identificationD79260 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number857934
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 Grading1/2 inch Lot number
Sublot number HMA Mix Number2105
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2023-06-05-70
DIME Test ID: 2023-06-05-70-6
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: 2023-08-03

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/20/2023
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
95.0 mm94.9 mm94.9 mm94.9 mm94.9 mm94.9 mm
3756.8 g3756.2 g3756.6 g3756.2 g3756.8 g3755.7 g
2167.2 g2171.5 g2170.1 g2171.9 g2170.3 g2170.1 g
3791.2 g3791.7 g3794.1 g3791.2 g3796.0 g3788.2 g
2.488 2.488 2.488 2.488 2.488 2.488
3847.1 g3843.8 g3842.8 g
2223.1 g2223.6 g2218.8 g
95.0 mm94.9 mm94.9 mm
203 mmHg212 mmHg213 mmHg
20 inHg20 inHg20 inHg
5 minutes5 minutes5 minutes

1624.0 cm^3
1620.2 cm^3
1624.0 cm^3
1619.3 cm^3
1625.7 cm^3
1618.1 cm^3

2.313
2.318
2.313
2.320
2.311
2.321

7.0 %
6.8 %
7.0 %
6.8 %
7.1 %
6.7 %

113.7 cm^3
110.2 cm^3
113.7 cm^3
110.1 cm^3
115.4 cm^3
108.4 cm^3

3836.4 g
3833.3 g
3836.2 g

3847.8 g
3844.4 g
3847.6 g

1624.0 cm^3
1620.2 cm^3
1624.0 cm^3

90.3 cm^3
87.6 cm^3
86.2 cm^3

79 %
79 %
76 %

0.0 %
0.0 %
0.0 %

26898 N
26983 N
26591 N
30608 N
29999 N
30332 N

1
1
1
0
0
0

17
20
26
22
32
26

1
1
0
0
2
1

1202 kPa
1207 kPa
1189 kPa
1369 kPa
1342 kPa
1357 kPa

174 psi
197 psi

0.88
General comments (publicly viewable) (Max 1000 characters): S1=197, S2=174, TSR=88

Test was verified on 8/3/2023 ✔