Summary for Test 2024-03-01-21-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 993870 DEA: 120R5604 EFIS: 1218000117 |
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DIST-CO-RTE-PM | 12-ORA-5,55,73,91,133,405-var |
Award Date | 04/12/2023 |
Closeout Date | Not set |
Work Description | PLACE RHMA-G, HMA, SLAB REPLACEMENT AND JPCP. |
Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 06/14/2022) |
Sample Information
Sample Taken Date | 03/01/2024 | Sample Unique Key | 21 |
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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 | 03/02/2024 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Nguyen |
Title of sampler | Telephone number of sampler | 9492798470 | |
Laboratory sample identification | 24-0058 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Security Paving | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | G3-23-PCC-345HE |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 5-269024 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | Loc 02 NB55 Conn To SB405 391 90 to 404 00 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-03-01-21
DIME Test ID: 2024-03-01-21-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-03-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Dan Morris
Date of test: 03/28/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 130270 lb
Maximum load on cylinder 2: 125540 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: no data
Cross sectional area of cylinder 1: 28.08 in^2
Cross sectional area of cylinder 2: 28.08 in^2
Compressive strength (to nearest 10 psi): 4550 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
24-0058-28D | 134.50 KB | 03/29/2024 | 2024-03-01-21-1 | Info |
Test was verified on 3/29/2024 ✔