Summary for Test 2024-04-02-57-2
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 994425 DEA: 040K5204 EFIS: 0416000098 |
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DIST-CO-RTE-PM | 04-SON-12-11.0/T17.4 |
Award Date | 03/21/2023 |
Closeout Date | Not set |
Work Description | Overlay with RHMA, replace guardrails, approach slabs and signs. |
Location Description | Construction on State Highway in Sonoma County from Llano Road to Farmers Lane. |
QA Service Level | 1 (Verified on 12/07/2022) |
Sample Information
Sample Taken Date | 04/02/2024 | Sample Unique Key | 57 |
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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 testing | 04/03/2024 |
Sample type | Quality Control | A brief description of the sample | 6X12 Concrete Cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Brent | Last name of sampler or witnessed by | Van-Y |
Title of sampler | QC Field Technician | Telephone number of sampler | |
Laboratory sample identification | HE4X4BM, Set 2 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Vanguard Construction | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 00-0000 |
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | HE4X4BM |
---|---|---|---|
The truck number from where the sample was collected | Load 12 | The batch plant ticket number from where the sample was collected | 0 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Set 2 |
A detailed description of where the material sample was collected | E/B RTE 12 to N/B RTE 101 Connector, Departure Slab | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | 1 | Bag Lot No. | 1 |
Test Details
DIME Sample ID: 2024-04-02-57
DIME Test ID: 2024-04-02-57-2
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-06-05
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Travis Van-Y
Date of test: 05/01/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 229620 lb
Maximum load on cylinder 2: 231690 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 8160 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2024 ✔