Summary for Test 2023-03-23-10-3
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215336 DEA: 051G9804 EFIS: 0516000009 |
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DIST-CO-RTE-PM | 05-SLO-1-10.0/16.8 |
Award Date | 12/19/2022 |
Closeout Date | Not set |
Work Description | RHMA (GAP GRADED), RETAINING WALL, CURB RAMPS AND LIGHTING SYSTEMS. |
Location Description | SAN LUIS OBISPO COUNTY FROM GRACIA WAY AT OCEANO TO ROUTE 1/101 SEPARATION IN PISMO BEACH. |
QA Service Level | 1 (Verified on 11/18/2020) |
Sample Information
Sample Taken Date | 03/23/2023 | Sample Unique Key | 10 |
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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 | 03/23/2023 |
Sample type | Preliminary | A brief description of the sample | Class 2 Aggregate Base |
The quantity of what the sample constitutes | 1 Stockpile | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Isaac | Last name of sampler or witnessed by | Gleffe |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CalPortland Garey | 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) | 91-42-0014 |
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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 | Stockpile @ Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-03-23-10
DIME Test ID: 2023-03-23-10-3
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-10-09
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Isaac Gleffe
Date of test: 02/27/2023
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 97 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 74 %
Cumulative percent passing the #4 sieve: 51 %
Cumulative percent passing the #8 sieve: 68 %
Cumulative percent passing the #16 sieve: 51 %
Cumulative percent passing the #30 sieve: 41 %
Cumulative percent passing the #50 sieve: 30 %
Cumulative percent passing the #100 sieve: 20 %
Cumulative percent passing the #200 sieve: 14 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/9/2023 ✔