Summary for Test 2025-04-16-49-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214486
DEA: 080K1224
EFIS: 0815000244
DIST-CO-RTE-PM08-SBD-15-R28.6/37.5
Award Date09/24/2021
Closeout Date11/03/2025
Work DescriptionREHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date04/16/2025 Sample Unique Key49
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 testing04/17/2025
Sample typeAcceptance A brief description of the sample1-1/2 PCC Aggregate
The quantity of what the sample constitutes1 bag - 10 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byKreetha Last name of sampler or witnessed byM
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertson's Hesperia Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-36-0116
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 collectedAt the plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design numberRRM19026 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-04-16-49
DIME Test ID: 2025-04-16-49-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-04-30

Test Results


What size aggregate is being tested?: 1.5 in. x 0.75 in. - 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: Julius Esonwune
Date of test: 04/16/2025
Sieve SizeCumulative Percent Passing
99 %
89 %
57 %
16 %
2 %
2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/30/2025