Summary for Test 2020-06-12-13-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214924 DEA: 080M9004 EFIS: 0812000248 COOP: 081695 |
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DIST-CO-RTE-PM | 08-RIV-111-18.0/19.0 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | The purpose of the project is to provide a grade separated crossing over the existing UPRR, SR-111 and Hammond Road in the Mecca Community that will provide the following benefits: provide a secondary access point to the Community of Mecca. |
Location Description | The project is in Riverside County from 0.47 miles east of State Route 86 to 0.45 miles west of Johnson Street. |
QA Service Level | 2 (Verified on 04/22/2020) |
Sample Information
Sample Taken Date | 06/12/2020 | Sample Unique Key | 13 |
---|---|---|---|
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 | 06/19/2020 |
Sample type | Acceptance | A brief description of the sample | 3/4" HMA-A-SP R12 0.75% LAS |
The quantity of what the sample constitutes | 4 Bags Combined Agg. & 2 Bags Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Matich Cabazon | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0356A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertson Cabazon | 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) | 91-33-0008::CABAZON QUARRY |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | Conveyor Belt |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | CHP-62D | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-06-12-13
DIME Test ID: 2020-06-12-13-10
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: 2020-06-26
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: Danilo Ferrer
Date of test: 06/25/2020
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: 96 %
Cumulative percent passing the 1/2 in. sieve: 76 %
Cumulative percent passing the 3/8 in. sieve: 65 %
Cumulative percent passing the #4 sieve: 49 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 27 %
Cumulative percent passing the #30 sieve: 19 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 4.5 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate/RAP Gradation w/Correlation Factors Applied
Test was verified on 6/26/2020 ✔