Summary for Test 2023-08-29-83-4
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 |
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DIST-CO-RTE-PM | 05-SB-101-4.4/R7.7 |
Award Date | 03/01/2021 |
Closeout Date | Not set |
Work Description | Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B. |
Location Description | 101 freeway in Summerland, CA |
QA Service Level | 1 (Verified on 05/06/2021) |
Sample Information
Sample Taken Date | 08/29/2023 | Sample Unique Key | 83 |
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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 | 08/29/2023 |
Sample type | Quality Control | A brief description of the sample | 1x4 concrete aggregates |
The quantity of what the sample constitutes | 1 per batch | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Harrison | Last name of sampler or witnessed by | Kain |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Cal Portland-Lompoc | 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) | 00-00-0000 |
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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 or belt cut | |
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 |
Test Details
DIME Sample ID: 2023-08-29-83
DIME Test ID: 2023-08-29-83-4
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-12-01
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Harrison Kain
Date of test: 08/29/2023
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 97 %
Cumulative percent passing the 3/4 in. sieve: 83 %
Cumulative percent passing the 1/2 in. sieve: 56 %
Cumulative percent passing the 3/8 in. sieve: 34 %
Cumulative percent passing the #4 sieve: 13 %
Cumulative percent passing the #8 sieve: 7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/1/2023 ✔