Summary for Test 2022-10-12-52-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 993318 DEA: 11423704 EFIS: 1116000059 |
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DIST-CO-RTE-PM | 11-SD-8-R31.8/R41.7 |
Award Date | 04/01/2022 |
Closeout Date | Not set |
Work Description | PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM. |
Location Description | SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE |
QA Service Level | 1 (Verified on 10/27/2021) |
Sample Information
Sample Taken Date | 10/12/2022 | Sample Unique Key | 52 |
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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 | 10/13/2022 |
Sample type | Quality Control | A brief description of the sample | Structural Concrete |
The quantity of what the sample constitutes | 2 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Roberto | Last name of sampler or witnessed by | Rubio |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite | 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 | G322STRC294 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 2 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | wheelbarrow | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-10-12-52
DIME Test ID: 2022-10-12-52-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-11-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Larry Fukushima
Date of test: 11/09/2022
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: 146550 lb
Maximum load on cylinder 2: 158420 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 4
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: 21.27 in^2
Compressive strength (to nearest 10 psi): 5390 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/11/2022 ✔