Summary for Test 2019-06-27-25-5
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214339 DEA: 081G0004 EFIS: 0815000107 |
---|---|
DIST-CO-RTE-PM | 08-RIV-95-14.5/35.6 |
Award Date | 11/04/2020 |
Closeout Date | 03/01/2022 |
Work Description | CONSTRUCT CONCRETE/RSP APRONS |
Location Description | RIVERSIDE COUNTY AT VARIOUS LOCATIONS FROM 4 MILES NORTH OF PALO VERDE DAM ROAD TO 0.6 MILE SOUTH OF SAN BERNARDINO COUNTY LINE |
QA Service Level | 1 (Verified on 12/02/2020) |
Sample Information
Sample Taken Date | 06/27/2019 | Sample Unique Key | 25 |
---|---|---|---|
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 | 06/28/2019 |
Sample type | Preliminary | A brief description of the sample | Soil obtained from depth of 5' |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | Guzman |
Title of sampler | MREA | Telephone number of sampler | |
Laboratory sample identification | 8633 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | 8633 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
---|---|---|---|
The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | Rte 95, PM 28.00, Outside shoulder |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-06-27-25
DIME Test ID: 2019-06-27-25-5
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: 2019-09-12
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Kiet Phan
Date of test: 07/07/2019
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 98 %
Cumulative percent passing the 3/4 in. sieve: 96 %
Cumulative percent passing the 1/2 in. sieve: 91 %
Cumulative percent passing the 3/8 in. sieve: 87 %
Cumulative percent passing the #4 sieve: 74 %
Cumulative percent passing the #8 sieve: 60 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/12/2019 ✔