Summary for Test 2022-08-11-38-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993439
DEA: 022J4204
EFIS: 0221000076
DIST-CO-RTE-PM02-TRI-3-R26.3/29.8
Award Date02/07/2022
Closeout Date10/06/2022
Work DescriptionHMA OVERLAY AND REPLACE AC SURFACING.
Location DescriptionTRINITY COUNTY NEAR DOUGLAS CITY FROM BROWNS CREEK BRIDGE TO READING CREEK BRIDGE
QA Service Level1 (Verified on 12/13/2021)

Sample Information

Sample Taken Date08/11/2022 Sample Unique Key38
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 testing08/11/2022
Sample typeAcceptance A brief description of the sample3 Bags of Shoulder Backing
The quantity of what the sample constitutesShoulder Backing on Project From where was the sample collectedManufacturer
First name of sampler or witnessed byJosh Last name of sampler or witnessed byBratcher
Title of samplerJET Telephone number of sampler
Laboratory sample identificationD79123 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCrystal Creek Aggregate Transportation Laboratory (TL) Number853856
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0021::Crystal Creek Aggregate
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-11-38
DIME Test ID: 2022-08-11-38-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-08-22

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 08/12/2022
Individual Mass RetainedCumulative Percent Passing
grams
0 grams100 %
0 grams100 %
0 grams100 %
0 grams100 %
3791 grams89 %
4403 grams76 %
4840 grams62.2 %
1994 grams56 %
3483 grams46 %
85.6 grams38 %
92.8 grams29 %
88.2 grams21 %
64.9 grams15 %
43.8 grams11 %
27 grams8.7 %
93.5 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2022