Summary for Test 2022-08-26-72-5
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-1.4/4.8 |
| Award Date | Not set |
| Closeout Date | 09/27/2022 |
| Work Description | Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP. |
| Location Description | CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE |
| QA Service Level | 1 (Verified on 03/09/2020) |
Sample Information
| Sample Taken Date | 08/26/2022 | Sample Unique Key | 72 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/09/2022 | Sample type | Dispute Resolution |
| A brief description of the sample | Dispute VMA & Air Voids 1/2" HMA-A-SP R25 No LAS | The quantity of what the sample constitutes | ! Bag Agg., 1 Bag Rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | D |
| Last name of sampler or witnessed by | Harper | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0624A-22 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite-Santa Paula | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0046 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 13140 | A detailed description of where the material sample was collected | Belt Cut at Granite-Santa Paula |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-26-72
DIME Test ID: 2022-08-26-72-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-10-25
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Anthony Harnendez/Robert Jarquin
Date of test: 09/16/2022
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 81 % | ||||||
| 59 % | ||||||
| 43 % | ||||||
| 26 % | ||||||
| 18 % | ||||||
| 11 % | ||||||
| 6 % | ||||||
| 3.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Aggregate Gradation W/ Rap Gradation Correlation factors
Test was verified on 10/25/2022 ✔