Summary for Test 2022-08-26-72-5
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030 |
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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 |
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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 | 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 |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0046 |
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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
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
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 95 %
Cumulative percent passing the 3/8 in. sieve: 81 %
Cumulative percent passing the #4 sieve: 59 %
Cumulative percent passing the #8 sieve: 43 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.9 %
General comments (publicly viewable) (Max 1000 characters): Combined Aggregate Gradation W/ Rap Gradation Correlation factors
Test was verified on 10/25/2022 ✔