Summary for Test 2020-05-20-42-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214250 DEA: 021H3204 EFIS: 0215000126 |
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DIST-CO-RTE-PM | 02-TEH-99-12.0/12.6 |
Award Date | 10/09/2019 |
Closeout Date | 11/01/2021 |
Work Description | CONSTRUCT CURB RAMPS AND SIDEWALKS. |
Location Description | TEHAMA COUNTY AT LOS MOLINOS FROM JOSEPHINE STREET TO LOS MOLINOS CREEK BRIDGE |
QA Service Level | 1 (Verified on 07/22/2019) |
Sample Information
Sample Taken Date | 05/20/2020 | Sample Unique Key | 42 |
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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 | 05/20/2020 |
Sample type | Acceptance | A brief description of the sample | 3/4" Class II AB |
The quantity of what the sample constitutes | not provided | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78436 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis inc | Transportation Laboratory (TL) Number | 853459 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-45-0061 |
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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 | Stockpile @ Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | ||
Sublot number | HMA Design ID |
Test Details
DIME Sample ID: 2020-05-20-42
DIME Test ID: 2020-05-20-42-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-07-14
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Measured
Tester's full name: KS
Date of test: 05/20/2020
Total mass of coarse material in the sample: 5308 grams
Cumulative mass retained on the 3 in. sieve: 0 grams
Cumulative mass retained on the 2 1/2 in. sieve: 0 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 245 grams
Cumulative mass retained on the 1/2 in. sieve: 2418 grams
Cumulative mass retained on the 3/8 in. sieve: 3534 grams
Cumulative mass retained on the #4 sieve: 5308 grams
Cumulative mass retained on the pan (coarse grain): 5308 grams
Total mass of fine material in the sample: 3643 grams
Cumulative mass retained on the #8 sieve: 148.2 grams
Cumulative mass retained on the #16 sieve: 245.6 grams
Cumulative mass retained on the #30 sieve: 321.4 grams
Cumulative mass retained on the #50 sieve: 391.8 grams
Cumulative mass retained on the #100 sieve: 430.2 grams
Cumulative mass retained on the #200 sieve: 446.1 grams
Cumulative mass retained on the pan (fine grain): 503.7 grams
Mass of all coarse aggregate: 5308 grams
Mass of all fine aggregate: 3643 grams
Percentage of coarse material: 59 %
Percentage of fine material: 41 %
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:97 %
Cumulative percent passing the 1/2 in. sieve:73 %
Cumulative percent passing the 3/8 in. sieve:61 %
Cumulative percent passing the #4 sieve:41 %
Cumulative percent passing the #8 sieve:29 %
Cumulative percent passing the #16 sieve:21 %
Cumulative percent passing the #30 sieve:15 %
Cumulative percent passing the #50 sieve:9 %
Cumulative percent passing the #100 sieve:6 %
Cumulative percent passing the #200 sieve:5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2020 ✔