Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2023-11-07-126

Project Information

Project IdentifiersProject ID: 995538
DEA: 024H0604
EFIS: 0218000073
DIST-CO-RTE-PM02-PLU,PLU-36-
Award Date11/05/2024
Closeout DateNot set
Work DescriptionCHESTER CAUSEWAY REHAB
Location DescriptionLASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL
QA Service Level1 (Verified on 10/24/2024)

Sample Information

Sample Taken Date11/07/2023 Sample Unique Key126
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 testing11/07/2023
Sample typePreliminary A brief description of the sampleSoil for structural section recommendation
The quantity of what the sample constitutes2 Bags From where was the sample collectedJob Site
First name of sampler or witnessed byBrian Last name of sampler or witnessed bySteiner
Title of samplerAAME Telephone number of sampler
Laboratory sample identificationD79382 Linked DIME Sample ID
The fabricator/manufacturer/facility nameIn Situ Transportation Laboratory (TL) Number847466
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedRT SH Slope @ PLU 36 Pm 18.0
Where the material sample would have been placed if not sampled

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2023-11-07-126-1CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesJoe Mishoe, CT D02 - Redding Northern Regional Laboratory11/16/202302/01/2024
No
P3″=100.%, P№4=58%, P№30=47%, P№50=35%, P№200=14%
2023-11-07-126-2CTM 217-June 2011: Method of Test for Sand EquivalentJosh Ferency, CT D02 - Redding Northern Regional Laboratory11/15/202302/01/2024
No
SE=42
2023-11-07-126-3CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the StabilometerJosh Murphy , CT D02 - Redding Northern Regional Laboratory02/01/202402/01/2024
No
R=74
2023-11-07-126-4CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)Josh Ferency, CT D02 - Redding Northern Regional Laboratory11/17/202302/01/2024
No
LL=49.2, PL=NP, PI=NP
2023-11-07-126-5CTM 643-April 2020: Method for Test for Laboratory Resistivity and pH for Soil and WaterJosh Ferency, CT D02 - Redding Northern Regional Laboratory11/20/202302/01/2024
No
pH=5.83, p=27500Ω·cm
2023-11-07-126-6ASTM D2487-17: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory02/01/202402/01/2024
No
Silty sand with gravel, (SM)g

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2023-11-07-126-1 CTM 202-November 2011
DIME Test ID: 2023-11-07-126-2 CTM 217-June 2011
DIME Test ID: 2023-11-07-126-3 CTM 301-March 2000
DIME Test ID: 2023-11-07-126-4 CTM 204-June 2010
DIME Test ID: 2023-11-07-126-5 CTM 643-April 2020
DIME Test ID: 2023-11-07-126-6 ASTM D2487-17