Summary for Test 2023-03-18-14-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166 |
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DIST-CO-RTE-PM | 05-SB-101-7.3/9.6 |
Award Date | 10/22/2020 |
Closeout Date | 12/11/2023 |
Work Description | !!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar, |
Location Description | SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE |
QA Service Level | 1 (Verified on 08/24/2020) |
Sample Information
Sample Taken Date | 03/18/2023 | Sample Unique Key | 14 |
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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 | 03/20/2023 |
Sample type | Department Acceptance | A brief description of the sample | Class 1 Base |
The quantity of what the sample constitutes | 4000 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Tom | Last name of sampler or witnessed by | Cromwell |
Title of sampler | Telephone number of sampler | 8056991626 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Pulverized onsite | 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) | Pulverized onsite |
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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 onsite | |
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 |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
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No assigned tests for this sample. |
Test Details
DIME Sample ID: 2023-03-18-14
DIME Test ID: 2023-03-18-14-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-03-23
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: Jesse Gomez
Date of test: 03/21/2023
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: 99 %
Cumulative percent passing the 3/4 in. sieve: 98 %
Cumulative percent passing the 1/2 in. sieve: 88 %
Cumulative percent passing the 3/8 in. sieve: 80 %
Cumulative percent passing the #4 sieve: 60 %
Cumulative percent passing the #8 sieve: 46 %
Cumulative percent passing the #16 sieve: 37 %
Cumulative percent passing the #30 sieve: 28 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/23/2023 ✔