Summary for Test 2020-06-12-24-2
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 214355 DEA: 120K0214 EFIS: 1214000096 |
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DIST-CO-RTE-PM | 12-ORA-5-12.4/14.5 |
Award Date | 12/20/2019 |
Closeout Date | Not set |
Work Description | South County Improvement Project (Phase 1 - Avery/Crown Valley) PLACE HMA, INSTALL CONC PAVEMENT, RETAIN WALL, MODIFY ELECT SYS. | Add one lane btwn 73 & Oso PKWY |
Location Description | ORANGE COUNTY IN SAN JUAN CAPISTRANO, LAGUNA HILLS, LAGUNA NIGUEL AND MISSION VIEJO FROM 0.5 MILE SOUTH OF AVERY PARKWAY UNDERCROSSING TO 0.8 MILE NORTH OF CROWN VALLEY PARKWAY OVERCROSSING |
QA Service Level | 1 (Verified on 10/31/2019) |
Sample Information
Sample Taken Date | 06/12/2020 | Sample Unique Key | 24 |
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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 | 06/13/2020 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 300 cu. yds. | From where was the sample collected | Job Site |
First name of sampler or witnessed by | ADRIAN | Last name of sampler or witnessed by | Plentywounds |
Title of sampler | Field Technician | Telephone number of sampler | |
Laboratory sample identification | C061220-103-106 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Cemex, San Juan Capristrano | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Retaing Wall 759 and 761 |
Material Information
Material Type | Concrete | The concrete mix design number | 1614705 |
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The truck number from where the sample was collected | 10067292 | The batch plant ticket number from where the sample was collected | 29059892 |
Concrete batch plant | Cemex | The fabricator/manufacturer designation for the sample | 1614705 |
A detailed description of where the material sample was collected | Truck discharge chute | Where the material sample would have been placed if not sampled | Retaining Wall Footing |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-06-12-24
DIME Test ID: 2020-06-12-24-2
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2020-07-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ruben Jimenez
Date of test: 07/10/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 5440 lb
Maximum load on cylinder 2: 5560 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 6
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0
Correction factor for cylinder 2: 0
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): 5500 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/29/2020 ✔