Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2025-04-22-95

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 995002
DEA: 010H5804
EFIS: 0117000238
DIST-CO-RTE-PM01-HUM-299-R7.6/R29.2
Award Date09/25/2023
Closeout DateNot set
Work DescriptionRHMA, HMA AND REPLACE AC SURFACING.
Location DescriptionHUMBOLDT COUNTY AT VARIOUS LOCATIONS FROM 0.5 MILE EAST OF BLUE LAKE BOULEVARD TO 0.1 MILE EAST OF TITLOW HILL ROW
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date04/22/2025 Sample Unique Key95
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 testing04/29/2025
Sample typeProduction Start-Up A brief description of the sample1/2-inch Type G Aggregate
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byG. Last name of sampler or witnessed byThorpe
Title of samplerInspector Telephone number of sampler
Laboratory sample identificationD79862 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKernen Construction — Hatchery Lane Facility (Arcata, CA) Transportation Laboratory (TL) Number972443
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-12-0066::Ford Ranch Rock Quarrys
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 collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-04-22-95-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Dacota Mei, CT D02 - Redding Northern Regional Laboratory05/17/202506/03/2025
Yes
06/03/2025Public - Test Data Visible
2025-04-22-95-3AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Ward Jenkins, CT D02 - Redding Northern Regional Laboratory06/03/202506/03/2025
Yes
06/03/2025Pc2=99%, Pf1=100.%Public - Test Data Visible
2025-04-22-95-6AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)Dennis hickey, CT D02 - Redding Northern Regional Laboratory05/21/202506/03/2025
Yes
06/03/2025L100=4%, L500=20.%Public - Test Data Visible
2025-04-22-95-8AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Dacota Mei, CT D02 - Redding Northern Regional Laboratory05/28/202506/03/2025
Yes
06/03/2025SE=62Public - Test Data Visible
2025-04-22-95-11THIS TEST HAS BEEN SUPERSEDED.
AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Josh Ferency, CT D02 - Redding Northern Regional Laboratory05/29/202506/03/2025
Yes
06/03/2025THIS TEST HAS BEEN SUPERSEDED.
Us=44.1%. This value was determined assuming the aggregate specific gravity was equivalent to the unwashed fine bulk specific gravity (AASHTO T 84) from the CEM-3513, dated 2024-10-08, for Mix ID 24-216, for use on 01-0H5804.
Public - Test Data Visible
2025-04-22-95-12ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)Dacota Mei, CT D02 - Redding Northern Regional Laboratory05/21/202506/03/2025
Yes
06/03/2025F&E(5:1)=0.%Public - Test Data Visible
2025-04-22-95-4AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)Josh Murphy, CT D02 - Redding Northern Regional Laboratory06/10/202506/12/2025
Yes
06/12/2025Gsbc=2.675, Abs=1.4%Public - Test Data Visible
2025-04-22-95-5AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)Dennis Hickey, CT D02 - Redding Northern Regional Laboratory06/11/202506/12/2025
Yes
06/12/2025Gsbf(unwashed)=2.568, Abs=2.8%Public - Test Data Visible
2025-04-22-95-13AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Josh Ferency, CT D02 - Redding Northern Regional Laboratory06/12/202506/12/2025
Yes
06/12/2025Us=45.7%. This value was determined using the bulk specific gravity of the fine aggregate without the passing No. 200 present (AASHTO T 84).Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-04-22-95-1 AASHTO T27-14 (Verified)
DIME Test ID: 2025-04-22-95-3 AASHTO T335-09r13 (Verified)
DIME Test ID: 2025-04-22-95-6 AASHTO T96-02r10 (Verified)
DIME Test ID: 2025-04-22-95-8 AASHTO T176-08 (Verified)
DIME Test ID: 2025-04-22-95-11 AASHTO T304-11 (Verified)
DIME Test ID: 2025-04-22-95-12 ASTM D4791-10 (Verified)
DIME Test ID: 2025-04-22-95-4 AASHTO T85-13 (Verified)
DIME Test ID: 2025-04-22-95-5 AASHTO T84-14 (Verified)
DIME Test ID: 2025-04-22-95-13 AASHTO T304-11 (Verified)