Summary for Test 2021-06-22-46-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 215257 DEA: 11056374 EFIS: 1117000087 |
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DIST-CO-RTE-PM | 11-SD-11-0.6/2.7 |
Award Date | 02/16/2021 |
Closeout Date | Not set |
Work Description | CONSTRUCT INTERCHANGE, PLACE JPCP, HMA, AND INSTALL LIGHTING. |
Location Description | SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 1.2 MILE EAST OF ENRICO FERMI DRIVE OVERCROSSING |
QA Service Level | 1 (Verified on 11/25/2020) |
Sample Information
Sample Taken Date | 06/22/2021 | Sample Unique Key | 46 |
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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 | 07/23/2021 |
Sample type | Quality Control | A brief description of the sample | CIP Concrete |
The quantity of what the sample constitutes | 18 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Rodrigo | Last name of sampler or witnessed by | Lupian |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Robertsons Otay Plant | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Siempre Viva Bent 2 Column 3 |
Material Information
Material Type | Concrete | The concrete mix design number | RRM21063 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 6149042 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Sample from Concrete Truck, wheelbarrow | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-06-22-46
DIME Test ID: 2021-06-22-46-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2021-07-22
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: 07/20/2021
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: 165790 lb
Maximum load on cylinder 2: 155130 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): 5680 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/22/2021 ✔