Test 2020-01-27-25-12 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 213596
DEA: 051C8904
EFIS: 0513000009
DIST-CO-RTE-PM05-MON-101-87.3/R91.5
Work DescriptionPRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS.
Location DescriptionMONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD
Sample Information
Sample Taken Date1/27/2020 Sample Unique Key25
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 testing2/12/2020
Sample typeVerification A brief description of the sampleAggregate for HMA-A
The quantity of what the sample constitutesOne JMF Renewal From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byRomiza
Title of sampler Laboratory sample identification20-J-002
The fabricator/manufacturer/facility nameGraniterock Aromas Drum Plant 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)91-35-0012::A.R. WILSON QUARRY
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedFrom the plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-95
Test Details
DIME Sample ID: 2020-01-27-25
DIME Test ID: 2020-01-27-25-12
Testing Lab: CT D05 - Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-03-02
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: Daniel Gingras
Date of test: 03/02/2020
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: 140.8 grams
Cumulative mass retained on the 3/8 in. sieve: 637 grams
Total sample mass passing the #4 sieve: 5253.7 grams
Cumulative mass retained on the #4 sieve: 2191.8 grams
Total mass of material in the sample: 0 grams
Cumulative mass retained on the #8 sieve: 102.6 grams
Cumulative mass retained on the #16 sieve: 70.1 grams
Cumulative mass retained on the #30 sieve: 44.6 grams
Cumulative mass retained on the #50 sieve: 41.5 grams
Cumulative mass retained on the #100 sieve: 27.6 grams
Cumulative mass retained on the #200 sieve: 10.2 grams
Mass retained on the pan (fine aggregate): 16.2 grams
Total mass of fine material in the sample: 322.1 grams
Total cumulative mass of coarse aggregate: 2969.6 grams
Total cumulative mass of fine aggregate: 312.8 grams
Percentage of coarse material: 36.1 %
Percentage of fine material: 63.9 %
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:98 %
Cumulative percent passing the 3/8 in. sieve:90.5 %
Cumulative percent passing the #4 sieve:63.9 %
Cumulative percent passing the #8 sieve:42.9 %
Cumulative percent passing the #16 sieve:28.6 %
Cumulative percent passing the #30 sieve:19.5 %
Cumulative percent passing the #50 sieve:11 %
Cumulative percent passing the #100 sieve:5.4 %
Cumulative percent passing the #200 sieve:3.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/02/2020