Test 2020-08-07-18-6 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 212618
DEA: 044G0564
EFIS: 0417000154
DIST-CO-RTE-PM04-ALA-680-M2.4/M12.4
Work DescriptionROADWAY REHAB, BRIDGE REPLACEMENT, RET. WALLS, TOLL SYSTEMS
Location DescriptionFREMONT AND AT SUNOL FROM MISSION BOULEVARD SEPARATION TO KOOPMAN ROAD UNDERCROSSING
Sample Information
Sample Taken Date8/7/2020 Sample Unique Key18
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeVerification A brief description of the sample1/2" virgin aggregate
The quantity of what the sample constitutes2 bags From where was the sample collectedSource
First name of sampler or witnessed byDennis Last name of sampler or witnessed byYeung
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameHanson Sunol Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-01-0011
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedHanson Sunol Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2020-189
Test Details
DIME Sample ID: 2020-08-07-18
DIME Test ID: 2020-08-07-18-6
Testing Lab: CT D04 - DME / District Lab
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-08-18
Test Results

What type of gradation is being tested?: Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Measured
Tester's full name: DYeung
Date of test: 08/10/2020
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 157.2 grams
Cumulative mass retained on the 3/8 in. sieve: 375.5 grams
Total sample mass passing the #4 sieve: 801.1 grams
Cumulative mass retained on the #4 sieve: 1377.9 grams
Total mass of material in the sample: 2711.7 grams
Cumulative mass retained on the #8 sieve: 175.2 grams
Cumulative mass retained on the #16 sieve: 59.8 grams
Cumulative mass retained on the #30 sieve: 36.9 grams
Cumulative mass retained on the #50 sieve: 27.1 grams
Cumulative mass retained on the #100 sieve: 30.2 grams
Cumulative mass retained on the #200 sieve: 17.2 grams
Mass retained on the pan (fine aggregate): 34.7 grams
Total mass of fine material in the sample: 381.1 grams
Total cumulative mass of coarse aggregate: 1910.6 grams
Total cumulative mass of fine aggregate: 381.1 grams
Percentage of coarse material: 70.5 %
Percentage of fine material: 29.5 %
Cumulative percent passing the 2 in. sieve:100 %
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:100 %
Cumulative percent passing the 3/4 in. sieve:100 %
Cumulative percent passing the 1/2 in. sieve:94 %
Cumulative percent passing the 3/8 in. sieve:80.4 %
Cumulative percent passing the #4 sieve:29.5 %
Cumulative percent passing the #8 sieve:15.9 %
Cumulative percent passing the #16 sieve:11.3 %
Cumulative percent passing the #30 sieve:8.5 %
Cumulative percent passing the #50 sieve:6.4 %
Cumulative percent passing the #100 sieve:4 %
Cumulative percent passing the #200 sieve:2.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/18/2020