Summary for Test 2023-08-03-49-9
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 993608 DEA: 081H8204 EFIS: 0817000138 |
---|---|
DIST-CO-RTE-PM | 08-SBD-15,138-R21.6,R14.8/R15.1 |
Award Date | 08/26/2022 |
Closeout Date | 03/28/2024 |
Work Description | SIGNAL AND LIGHTING SYSTEM, HMA, JPCP, AND ROADWAY EXCAVATION. |
Location Description | SAN BERNARDINO COUNTY IN PHELAN ON ROUTE 138 FROM 0.3 MILE WEST OF ROUTE 138/15 SEPARATION TO ROUTE 138/15 SEPARATION AND ON ROUTE 15 SOUTHBOUND EXIT RAMP AT ROUTE 138 |
QA Service Level | 1 (Verified on 11/16/2022) |
Sample Information
Sample Taken Date | 08/03/2023 | Sample Unique Key | 49 |
---|---|---|---|
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 | 08/07/2023 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R15 0.75% LAS |
The quantity of what the sample constitutes | 1 Bag of each (3/4", 1/2", 3/8", WCS, RAP) | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | QC Tech |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0399A-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Calmex Engineering/ Vulcan Materials/ Oro Grande | 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) | 91-36-0046, 91-36-0022 |
---|---|---|---|
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 | Vulcan - Oro Grande | |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | 224112A ORO SJR | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-08-03-49
DIME Test ID: 2023-08-03-49-9
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: 2023-10-05
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: R .G.
Date of test: 08/14/2023
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: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 92 %
Cumulative percent passing the #8 sieve: 82 %
Cumulative percent passing the #16 sieve: 68 %
Cumulative percent passing the #30 sieve: 51 %
Cumulative percent passing the #50 sieve: 34 %
Cumulative percent passing the #100 sieve: 20 %
Cumulative percent passing the #200 sieve: 12 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 10/5/2023 ✔