Summary for Test 2023-01-27-39-1
Test performed: ASTM C42-13Project Information
Project Identifiers | Project ID: 994464 DEA: 042Y8804 EFIS: 0423000169 |
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DIST-CO-RTE-PM | 04-SON-12-15.382/15.382 |
Award Date | 01/11/2023 |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 01/17/2023) |
Sample Information
Sample Taken Date | 01/27/2023 | Sample Unique Key | 39 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 03/21/2023 |
Sample type | Department Acceptance | A brief description of the sample | Rapid Strength Concrete Type III |
The quantity of what the sample constitutes | 36 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Lauren | Last name of sampler or witnessed by | Lau |
Title of sampler | Assistant Structure Representative | Telephone number of sampler | 5103939262 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Ghilotti Brothers | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 20-0203R/L | |
Structure name | Hwy 12, Dutton Bridge, Approach Slab Northeast, Lane 1 |
Material Information
Material Type | Concrete Core | Detail description | Two core cylinders are three inch in diameter and about eleven inches tall |
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Structure names | Dutton bridge approach slab | Type of material | Rapid strength concrete Type III |
Test Details
DIME Sample ID: 2023-01-27-39
DIME Test ID: 2023-01-27-39-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Test Release Date: 2023-03-21
Test Results
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 03/21/2023
Cross Sectional Area: 12.13
Maximum Load: 100025
Length of Core: 5.79
Diameter of Core: 3.93
Type of Fracture: 1
Age of Specimen: 1
L/D Ratio: 1.47
Compressive Strength: 8246
Correction Factor: 0.957
Corrected Strength: 7890
Calculated Density: 0
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/21/2023 ✔