Summary for Test 2025-10-18-3-1

Test performed: CTM 552-December 2013

Project Information

Project IdentifiersProject ID: 995228
DEA: 07347904
EFIS: 0718000123
DIST-CO-RTE-PM07-LA-405-31.2/41.4
Award Date03/07/2025
Closeout DateNot set
Work DescriptionCOLD PLANE, PLACE HMA, RHMA, JPCP, ISR, & REPLACE BRIDGE SLABS.
Location DescriptionLOS ANGELES FROM WILSHIRE BOULEVARD UNDERCROSSING TO VICTORY BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 01/22/2024)

Sample Information

Sample Taken Date10/18/2025 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing10/18/2025 Sample typeAcceptance
A brief description of the samplePOLYESTER CONCRTE COMPACTION TEST The quantity of what the sample constitutes50 CY
From where was the sample collectedJob Site First name of sampler or witnessed byMichelangelo
Last name of sampler or witnessed bySese Title of samplerTET
Telephone number of sampler310-345-6204 Laboratory sample identification25-3363
Linked DIME Sample ID The fabricator/manufacturer/facility nameVanguard Construction
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier53-0714 Structure nameChurch Lane UC
Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)NA
Batch NumberNA Mix numberPPC 1121

Test Details

DIME Sample ID: 2025-10-18-3
DIME Test ID: 2025-10-18-3-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 552-December 2013: Method of Test for Relative Compaction of Polymer Concrete Utilizing Nuclear Gages
Test Release Date: 2025-10-19

Test Results


Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 10/18/2025
Gage No.: 63090
Time of test: 13:10 HH:MM
Standard Count Density: 2190
Standard Density Nuclear Reading 1: 614
Standard Density Nuclear Reading 2: 604
Standard Density: 2160 g/cc
In-Place Density Nuclear Reading: 669
In-Place Density: 2060 g/cc
Standard Density Sum: 1218
Standard Density Average: 609
Standard Density Count Ratio: 0.278
In-Place Density Count Ratio: 0.305
Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): SB Rte. 405 @ Church Lane UC Concrete Expansion Dam

Test was verified on 10/19/2025 ✔