Summary for Test 2019-11-06-26-4

Test performed: ASTM D1557-May12

Project Information

Project IdentifiersProject ID: 214664
DEA: 081G7404
EFIS: 0816000060
DIST-CO-RTE-PM08-SBD-15-R110.0
Award Date12/01/2020
Closeout Date06/30/2021
Work DescriptionRECONSTRUCT EARTHEN DIKE, PLACE STRUC. STEEL BRIDGE & TORTOISE FENCE.
Location DescriptionBETWEEN BARSTOW AND BAKER AT 1.6 MILES SOUTH OF AFTON ROAD OVERCROSSING
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date11/06/2019 Sample Unique Key26
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 testing11/07/2019
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 Telephone number of sampler562-665-0454
Laboratory sample identification8818 Linked DIME Sample ID2019-11-06-26
The fabricator/manufacturer/facility nameNATIVE Transportation Laboratory (TL) NumberC639961
Inspector Lot Number from the Transportation Laboratory (TL) Form S-3 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: 2019-11-06-26
DIME Test ID: 2019-11-06-26-4
Testing Lab: CT D08 - Fontana 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: B
Method used: B
Preparation method used: dry
As-received water content: 0
Modified optimum water content: 11
Modified maximum dry unit weight: 114
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: 8818
Moist mass of test fraction: 0
Water content of test fraction: 0
Dry mass of oversize fraction: 9
Percentage for the fractions retained:4
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/12/2020