Test 2019-11-06-25-4 (ASTM D1557-May12) Summary

Project Information
Project IdentifiersProject ID: 214664
DEA: 081G7404
EFIS: 0816000060
DIST-CO-RTE-PM08-SBD-15-R110.0
Work DescriptionRECONSTRUCT EARTHEN DIKE, PLACE STRUC. STEEL BRIDGE & TORTOISE FENCE.
Location DescriptionBETWEEN BARSTOW AND BAKER AT 1.6 MILES SOUTH OF AFTON ROAD OVERCROSSING
Sample Information
Sample Taken Date11/6/2019 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 testing11/7/2019
Sample typeQuality Assurance A brief description of the sampleSOIL
The quantity of what the sample constitutes2 BAGS From where was the sample collectedJob Site
First name of sampler or witnessed byHAKIMA Last name of sampler or witnessed byH
Title of samplerTE CIVIL Laboratory sample identification8817
The fabricator/manufacturer/facility nameNATIVE Transportation Laboratory (TL) NumberC639960
Inspector Lot Number from the Transportation Laboratory (TL) Form S-2 Structure unique identifier
Structure name
Material Information
Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collected08-SBD-15-PM110 SURFACE
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2019-11-06-25
DIME Test ID: 2019-11-06-25-4
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM D1557-May12: Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft³ (2,700 kN-m/m³))
Test Release Date: 2020-03-12
Test Results

Input Type: Calculated
Tester's full name: JUAN A LEROY
Date of test: 11/15/2019
Methodology used: A
Method used: A
Preparation method used: dry
As-received water content: 0
Modified optimum water content: 12
Modified maximum dry unit weight: 110
Type of rammer: manual
Soil sieve data: 0
Description of sample used in test: YELLOWISH BROWN SAND
Specific gravity and method of determination: 0
Identification of sample used: 8817
Moist mass of test fraction: 0
Water content of test fraction: 0
Dry mass of oversize fraction: 4
Percentage for the fractions retained:2
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/12/2020