Summary for Test 2022-02-21-11-4
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214355 DEA: 120K0214 EFIS: 1214000096 |
---|---|
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 | 02/21/2022 | Sample Unique Key | 11 |
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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 | 02/22/2022 |
Sample type | Quality Control | A brief description of the sample | Concrete Aggregates |
The quantity of what the sample constitutes | 1 days placement | From where was the sample collected | Source |
First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Acevedo |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Cemex - San Juan Capistrano | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-36-0040::LYTLE CREEK |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | At the plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-02-21-11
DIME Test ID: 2022-02-21-11-4
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-02-22
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Alexander Lazcano
Date of test: 02/22/2022
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 96 %
Cumulative percent passing the 3/4 in. sieve: 72 %
Cumulative percent passing the 1/2 in. sieve: 34 %
Cumulative percent passing the 3/8 in. sieve: 27 %
Cumulative percent passing the #4 sieve: 7 %
Cumulative percent passing the #8 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/22/2022 ✔