Summary for Test 2021-07-27-23-4

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214190
DEA: 024G41U4
EFIS: 0218000047
DIST-CO-RTE-PM02-SIS,SIS-5-Var
Award Date08/26/2019
Closeout Date11/24/2021
Work DescriptionREPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location DescriptionSHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
QA Service Level1 (Verified on 07/09/2019)

Sample Information

Sample Taken Date07/27/2021 Sample Unique Key23
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 testing07/27/2021
Sample typeAcceptance A brief description of the sample3/4 HMA-A 23.6 RAP PG58-34m Valero Benicia
The quantity of what the sample constitutesPSE 16 Boxes at 118 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed byBibbins
Title of samplerCGI Telephone number of sampler
Laboratory sample identificationD78911 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number990948
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 Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-27-23
DIME Test ID: 2021-07-27-23-4
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: 2021-08-09

Test Results


Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 08/02/2021
Specimen Treatment: Treated
Dry 1 Diameter: 150.0 mm
Dry 2 Diameter: 150.0 mm
Dry 3 Diameter: 150.0 mm
Wet 1 Diameter: 150.0 mm
Wet 2 Diameter: 150.0 mm
Wet 3 Diameter: 150.0 mm
Dry 1 Thickness: 94.9 mm
Dry 2 Thickness: 94.8 mm
Dry 3 Thickness: 94.7 mm
Wet 1 Thickness: 94.7 mm
Wet 2 Thickness: 94.8 mm
Wet 3 Thickness: 94.6 mm
Dry 1 Dry Mass in Air: 3855.7 g
Dry 2 Dry Mass in Air: 3854.8 g
Dry 3 Dry Mass in Air: 3855.3 g
Wet 1 Dry Mass in Air: 3855.9 g
Wet 2 Dry Mass in Air: 3857.6 g
Wet 3 Dry Mass in Air: 3857.6 g
Dry 1 SSD Mass: 3891.3 g
Dry 2 SSD Mass: 3884.3 g
Dry 3 SSD Mass: 3885.8 g
Wet 1 SSD Mass: 3883.5 g
Wet 2 SSD Mass: 3885.3 g
Wet 3 SSD Mass: 3881.5 g
Dry 1 Mass in Water: 2271.5 g
Dry 2 Mass in Water: 2270.3 g
Dry 3 Mass in Water: 2275.7 g
Wet 1 Mass in Water: 2268.6 g
Wet 2 Mass in Water: 2274.8 g
Wet 3 Mass in Water: 2276.3 g
Dry 1 Maximum Specific Gravity: 2.573
Dry 2 Maximum Specific Gravity: 2.573
Dry 3 Maximum Specific Gravity: 2.573
Wet 1 Maximum Specific Gravity: 2.573
Wet 2 Maximum Specific Gravity: 2.573
Wet 3 Maximum Specific Gravity: 2.573
Load (Dry) 1: 23758 N
Load (Dry) 2: 25404 N
Load (Dry) 3: 25760 N
Load (Wet) 1: 24665 N
Load (Wet) 2: 22512 N
Load (Wet) 3: 21142 N
Dry 1 Visual Moisture Damage: 0
Dry 2 Visual Moisture Damage: 0
Dry 3 Visual Moisture Damage: 0
Wet 1 Visual Moisture Damage: 0
Wet 2 Visual Moisture Damage: 0
Wet 3 Visual Moisture Damage: 0
Dry 1 Cracked / Broken Aggregate: 24
Dry 2 Cracked / Broken Aggregate: 31
Dry 3 Cracked / Broken Aggregate: 15
Wet 1 Cracked / Broken Aggregate: 17
Wet 2 Cracked / Broken Aggregate: 17
Wet 3 Cracked / Broken Aggregate: 16
Dry 1 Soft Aggregate: 0
Dry 2 Soft Aggregate: 0
Dry 3 Soft Aggregate: 0
Wet 1 Soft Aggregate: 0
Wet 2 Soft Aggregate: 0
Wet 3 Soft Aggregate: 0
Wet 1 SSD Mass (Conditioned): 3945.9 g
Wet 2 SSD Mass (Conditioned): 3940.6 g
Wet 3 SSD Mass (Conditioned): 3940.5 g
Wet 1 Mass in Water (Conditioned): 2327.3 g
Wet 2 Mass in Water (Conditioned): 2330.9 g
Wet 3 Mass in Water (Conditioned): 2333.2 g
Wet 1 Absolute Pressure (Manometer): 220 mmHg
Wet 2 Absolute Pressure (Manometer): 134 mmHg
Wet 3 Absolute Pressure (Manometer): 118 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 23 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 24 inHg
Wet 1 Vacuum Saturation Time: 5 minutes
Wet 2 Vacuum Saturation Time: 5 minutes
Wet 3 Vacuum Saturation Time: 5 minutes
Wet 1 Thickness after conditioning: 94.9 mm
Wet 2 Thickness after conditioning: 94.9 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1619.8 cm^3
Dry 2 Volume: 1614.0 cm^3
Dry 3 Volume: 1610.1 cm^3
Wet 1 Volume: 1614.9 cm^3
Wet 2 Volume: 1610.5 cm^3
Wet 3 Volume: 1605.2 cm^3
Dry 1 Bulk Specific Gravity: 2.38
Dry 2 Bulk Specific Gravity: 2.388
Dry 3 Bulk Specific Gravity: 2.394
Wet 1 Bulk Specific Gravity: 2.388
Wet 2 Bulk Specific Gravity: 2.395
Wet 3 Bulk Specific Gravity: 2.403
Dry 1 Percent Air Voids: 7.5 %
Dry 2 Percent Air Voids: 7.2 %
Dry 3 Percent Air Voids: 7.0 %
Wet 1 Percent Air Voids: 7.2 %
Wet 2 Percent Air Voids: 6.9 %
Wet 3 Percent Air Voids: 6.6 %
Dry 1 Volume of Air Voids: 121.5 cm^3
Dry 2 Volume of Air Voids: 116.2 cm^3
Dry 3 Volume of Air Voids: 112.7 cm^3
Wet 1 Volume of Air Voids: 116.3 cm^3
Wet 2 Volume of Air Voids: 111.1 cm^3
Wet 3 Volume of Air Voids: 105.9 cm^3
Wet 1 Minimum Saturated Mass: 3937.3 g
Wet 2 Minimum Saturated Mass: 3935.4 g
Wet 3 Minimum Saturated Mass: 3931.7 g
Wet 1 Maximum Saturated Mass: 3948.9 g
Wet 2 Maximum Saturated Mass: 3946.5 g
Wet 3 Maximum Saturated Mass: 3942.3 g
Wet 1 Volume (Conditioned): 1618.6 cm^3
Wet 2 Volume (Conditioned): 1609.7 cm^3
Wet 3 Volume (Conditioned): 1607.3 cm^3
Wet 1 Volume of Absorbed Water: 90 cm^3
Wet 2 Volume of Absorbed Water: 83 cm^3
Wet 3 Volume of Absorbed Water: 82.9 cm^3
Wet 1 Percent Saturation: 77 %
Wet 2 Percent Saturation: 75 %
Wet 3 Percent Saturation: 78 %
Wet 1 Percent Swell: 0.2 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0.1 %
Dry Tensile Strength, 1: 1063 kPa
Dry Tensile Strength, 2: 1137 kPa
Dry Tensile Strength, 3: 1154 kPa
Wet Tensile Strength, 1: 1103 kPa
Wet Tensile Strength, 2: 1007 kPa
Wet Tensile Strength, 3: 946 kPa
Average Dry Tensile Strength: 162 psi
Average Wet Tensile Strength: 148 psi
Tensile Strength Ratio: 0.91
General comments (publicly viewable) (Max 1000 characters): Data missing for Wet #3 thickness after conditioning so assumed 94.9

Test was verified on 8/9/2021